World Bank Document

World Bank Loan A Categort r Num.ber of Loan Abro*l X93C0O3rC3042

Claw A Ass5esment Certificate No. 0901 Public Disclosure Authorized Urumqi-Kuitun Highway Project of Xinjiang Uygur Autonomous Region,PRC ENVIRONMENTAL IMPACT ASSESSMENT Public Disclosure Authorized

VonLX Public Disclosure Authorized

RESEARCH ACADEMY OF ENV[F 'NMI.NTAL SCIENCE *PRC Novermber . 1995 Public Disclosure Authorized ~?r j:C Wf%4w'&ipW I'Yv~~~~~~~~~~~~~~I

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* **ifiiE4& ------_~~(4) 1 tXF I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

amanamnnnmsmflSi- Person in charge of the academy Chen Fu Person in charge of the assessment Cao Hongfa.Professor Terms of References Cao Hongla.Environmental ecology specialty Xie Poling, SenLiorengineer,physical geography specialty litial Environment Impact Assessment Liu Jianjun,Engineer.Biology specialty Assessment of Status quo of Eco-environnent Li Xinhua.Engineer,Ecology specialty Xu Yanhua'Engineer,Ecology specialty Ung Jun,Engineer.Eco-environment mconitoringspecialty Assessen_t of Status quo of Atnosphene Envirronment Tang l)eqing,Engineer.Atmosphcric physics specialty Xu Yueying.Engineer.Analytical chemistry specialty Guo Yuhong,Engineer.Atmospheric physics specialty Assessment of Status quo of Acoustic Environnment Jiao Bac.hua.Engineer.Environmental monitoring specialty Shen Xuhui.Engineer. Environmental monitoring specialty Assessnwet of Eco-enviromnent Imtpat Shu Jianming, Engineer, Environmental ecology specialty Niu Yongqi .Engineer ,Ecology specialty Assessment of Atmospheric Environment Impact Gao Taxi.Engineer,Atmospheric physics specialty Assessment of Acoustic Environment Shen Yinwa Engineer Environment mcnitoring specialty Risk Assessment Gao Yinxin .Engineer ,EnvironmentaL chemistry specialty Zhao Zhigang,Engineer,Ecology specialty Analysis of Economic Profit and Loss of Environment Impact Gao Liangui,Engineer,Business mangement specialty Public Involvement Zhodi Huarong, Engineer,Ecology specialty Shen Zhi.Engineer,Ecology specialty Measures of Environmental Protection ao Hiongha,XieNring and L Xinhua Contents Chapter 1 Generality .. * --. l...)...... 1. 1 O)rigin of Project *...... (1) 1. 2 Purpose of Assessment . (1) 1. 3 Basis ef Assessment .-.-.-.-.-... (1) 1. 4 Areas and Period of Assessment . . . (2) 1. 5 Standards of Assessment ...... -...... (2) 1. F Main Methods of Assessment -.-.-.-.--... (3) Chapter 2 Introduction to the Project ...... (5) 2.1 Significance of Constructing U-K Highway .. (5) 2. 2 The Trend of the Road Line and Major Control Points ...... (5) 2. 3 Scale of Construction and Technical Standard . (5) 2. 4 Project Schedule and Investment - ;-- (7) 2. 5 Forecast Results of Traffic Volume . -. -.-.- (9) Chapter 3 Environmental Status Quo Along the Aligrnent and Its Assessment ------(------1 1)

3. 1 Physical Environmentql Status Quo ---- .------(11) 3. 2 Ecological Envirome catus Quo Monitoring and Assessment ..-...... -...... (13) 3. 3 Social Environmet -.-.-.-.--.-.... --.-.--.-- (17) 3. 4 Tourism Resources -.-.-.-.-.-.-...-.--. (23) 3. 5 Acoustic Environrrental Status Quo and its Assessment ...... -- (...... ------.(24) 3. 6 Investigation and Assessment of Atmosphenrc Enviromment Status Quo .-...... -.... (29) 3. 7 Pollution Meteorological Conditon along Alignment...... (39) Chapter 4 Forecast of Environment Impact and Mitigation Mea- sures ...... (59)...... 4. 1 Discernment and Screeming of Environmental Factors - ...... ,()...... 4.2 Analysis on Eeo-environmet Impact .-.---.- (62) 4. 3 Forecast and Assessment of Acoustic Environment...... 70 4. 4 Forecast and Assessment of Atmospheric Environment Quality. .-.- .- .- . (86) 4. 5 Analysis of Inpact on Landscape Environment . (98) 4. 6 Land Occupation and Resettlement . (99) 4. 7 Impact of this Project on Present Traffic in Construction Phase .-.-... (100) 4. 8 Impact of temporal road . (104) 4. 9 Risk Analysis . (104) Chapter 5 Analysis of Partial Alternatives .-. -.-.- (108) Chapter 6 Environmental Impcat Assessment on Branch Lines .- (113) 6. 1 Brief Discripation of the Feeder highway . (113) 6. 2 Noise impacts forecast and assessment .-.-.---.- (114) 6. 3 Forecast and assessment of atmospheric environmental impact --..----.... --..-....-----...... --.-- (117) 6.4 Ecological environmental impact assessment .- (118) Chapter 7 Analvsis of Economic Profit and Loss of Environmental Influence in the Project .--.-.-.-.- (120) Chapter 8 Environmental Monitoring and Controlling Plan ------...... (122) --- Chapter 9 Public Involvement of Enviromental Impact Assessment . (125) Chapter 10 Synthetic Conclusion and Proposals Concerning Environmental Protection Measures --.- (1271) 10. 1 Synthetic Conclusion .-...... (127) 10. 2 Removal or Mitigation Measurements of Ad'verse Impacts . (127) Chapter 11 Figure Index -.------.---- (132) Chapter 1 Generality 1.1 Orign of Project Urumqi-Kuitun high-grade highway is (U-K highway) a important part of Lianyun- gang-Horkusi highway in National Highway had been constructed before 2000 and 'Euraisa Bridge". The project is located in the northern foot of Tianshan Mountains and the sorthern frige of Junggar Basin. rhe region along the highway bas been known as Gold Corridor whose polities.economy and culture are flourishing.whic is placed on the major economric belt being developed. To strengthen capacity of introducing extreior and contacting with inte- tior. to pronote further economic developmentof the northern foot af Tianshan Mountains.. to promote the transport capacity of rhe national main highway, the project was agreed by National Planning Commission, and determined as the foreign loan project. In accordance with the stipulations of ManagementMethod of Construction Project Environmental Protec- tion.the Projict Executive Office of Xinjiang High Grade Highway Construction Arthouity entrusted Chinese Research Academy of Environmental Science to complete an envionmental irnpact assessment or, the project. Xinjiang Envirormental Monitoring Center and Xinjiang Environmental Technique and Assessment Ce.ater to assist to finish the assessment.

1.2 Purpose of Assessmnt

The region along the highway is the heart destrict of Xinjiang economic development with dense population. The project will improve econornic developrent of this region .and re- suIt in sorne problems against surrounding environment. The purpose of this assessment is to investigate environmental background values of air.soil and crops in the evaluation area a- long the highway.to investigate and predict the scope and degree of effect on regional environrnent during construction.to prove technically feasibility and economically reasonableness of environmental protection measures against the project. to present environmental protection contermeasures to provide scientific basis for the project designing and the administrative policy-making departnent- so as to reduce impacts of the project on surrounding enviror- ment to the allowable extent and to attain the coordinated development of economyand envi- ronmecntal proxection.

1. 3 Basis of Ars'smnet (1) The document of National Planning Commission Ji Jiao Neng Zi No. (1994) 84 The' reply of the proposal concerning the U-K highway projecL . (2) The enurustment letter concerning the environmental impact assessment for U-K highway project by the Project Executive Office of Xinjiang High Grade Highway Construc- tion Arthoritv. (3) Feasible study report on U-K highway projea. (4) The documnentof National Planning Commission and Economic Commission and Envi- _ ~~~-1- ronment.l Protection Comnission of the State Councel Guuo Huan Zi No. (1986)003 'Man- agement Method of Enviromnental Protection fob Construction Project and the document of the National Ministry of Comrnurications' No. t1990)17 'Management Method of Environ- mental Protection for Traffic Proiect' (5) The work oudine of the envircn:m-ewta!impact assessment on U-K highway project and the reply letter on examination sugge!t.ons of the work outline cf the ETA on U-K highway project by National El vironmental 'mrection Agency. (6)Environment Protection Law of PRC. (7)Atmospheric Pollution Control Law of PRC (8)Land Maunagement Lavr of PRC (9)Grassland Law of PRC (10)Forest Law of PRC (I )DHighwayManagement Clauses of PRC (1')The document of National Environmental Protec:ion Agency.National Planning Com- mission.National Financial Ministry and China People Bank Huan Jian No. (1993)324' Cir- cular on Strengthening Management of Environrnental Impact Assessment on Project Loaded by International Financial Organization'

1 4 Areas and Perioa of Assessment

1. 4. 1 Areas of Assessment and Aims of Environmental Project ( I)Ecological Enviro--.ent: Areas :a 2000m wide belt with the centrai line of the highwav as the median . Aims : irrigation systemr.surface waters.:rops woodiand and grassland. (2)Noi e Environment: Areas a 00rnwide belt with the centra; line of the highway as the median as general evalua- Eion areas. If noise sensitive sections eX=Z ..i sill be evaluated as focal-point areas ,such as town.village.residential area.schuol hospital anJ sanatoriunL Aims:the residential areas and schools of city.towi. and village. major airm are schools over 200 students residential area over 50 households,hospitals over 20 beds.snatorium and hotels. (3)Atnospheric Environment Areas.:a looom wide belt with the central line of the highway as the median. Aims :poputal- ion residenral and active areas. 1. 4. 2 Period of Assessment EnvironmenLal impacts of the project will be analysed and evaluated in desig- .construction and service phase as project schedule provided in Feasible Studv Report on U-K Highwav Project. The environmental impacts of the project in se-vice !--se will be forecasted quantitativelv and evaluated in 2000.2010 and 2020. -2- 1.S Standard- of Assessment. (Q)Grade I atmospheric standard in Ambient Air Qualitv Standard(Gl3090-S!l (2)Grade I of Emission Standards for Pol;utants from Asphalt L.dustry. (3)Standard of Environmental Noise of Urbtn Districts (GB3096 -93),among it.for the general evaluation area .grade N standard is adoptrd. The najor aiM .such 8S school .hospital and sanatorium,grade I standard if E :opted. (4)Standard of Environmental Noise cf Construction Site (GB1253-90) (5)Allowable Noise Standard of Motor (GB1495-79) (6) Maximum Allowable Concentration of Pollution in Atnosphere for Protection Crops (GB9137-88) (7)For ecological environmental impact assessment.its standards refer to results of the same kind study

1. 6 Main Methods of Assessment

The sections and points of monitoring were located (see Fig 2),.on basis of scale of the project and natural environmental characteristics of disticts along the highwray. After thAt factors of environmnental impact were screened by using expert counsel method.impact factors of ecological ,air .noise environment are mainly considered in this assessment. 1.6. 1 Ecological environment The present situation of agricalture and animal husbandry, wildlife and soil es-. ironrnent a- long the highway are analvsed and evaluated,using the investigation rneLhod of traditional biology.geography and social economics. The lead pollution in soil and crop Is evaluated by the index formula below p= Q-B (1-1)

P-evaluation indes Ci -monitoring value of lead in soil or crop. B-background value of lead in soil or crop. C,-evaluated sEandard of lead in soil or crop. The individual pollution index calculated by Eormula(l -1 )are classified according to table I -1 below. Tab. I-1 P- ut aLsrsai

background ade voam 4sht meium heay ovr CUeg-7level levd levd ~pollutionpollution polluticn poluziar

ranges of B B-07 0.7-1.00. Lo-1.5 1.5-2.0 2.0o-2.s >2.5

levels 1 2 3 4- 5 6 7

-3- 1. 6. 2 Atmospheric Environment It is evaluated by the individua: pollution index method.The formula is as follows. I a& (1-2)

Ci-monitoring value of some pollutant Si-stand.rd of atmospheric quality for some pollutant 1. 6. 3 Noise Environrnent It is analysed and evaluated by using Leq (equivalent sound leve)and L 9Le."Lgin Ln (sca- tistical sound level). when the vehicle flow is big enough in dav tiume,the niodel for discontinuous linear sound source is used Leqi =L"t-lOIg(v TT+108( r l+AS-13 When the vehicle flow is relativelv small.the mnodelfor equal-interval point sound source is used: Leqi=L,+11Og(Ni 1+(15+10a)lg(r°)+,SS-13

-4- Chapter 2 Introduction to the Project 2.1 Signi'iaica Of costcting U-K Highway U-K highway is situated in the northern foot of Tianshan Mountains and souther border on the Junggar Basin. The starting point is Urumqi. capital of Xinjiang. The terminal point is Kuitun ,a developing city. The region along the highway has been know as Gold Cor- ridor whose polities .economy and culture ae flourishing.was placed on one of 12 nmjor economic belt being developed in 96's by Chian government. U-K highway is a,part of the west section of national highway 312.which from Lianyun- gAngin east to Yili ,Xinjiang in west ,is one qf lorgest national mnainhighwav.the main highway passing through the nost provinces and Cities and a part of Euraisa Bridge. Xinjiang is multi-nationalities region with a vast territory and abundant resources .especially. with abundant reserves of coal and petroleutn. but its highway transportation is backward .which be Someone of the restrict factors of economicdevelopment of Xinjiang. To speed up the economic development, the tempo of construction of the main road of highway must be quickened. When the Autonomous people's governent carry out the policy of 'op;nning up to the outside incline to the western of China'and 'introducing exterior and contacting with interior. contacting with the east and importing to the west' ,The basical installation such as tran.;- porcation ,telecommunication and ports are set up to form a last and efficient communications network. Construction of the highway will play an important role in not only improving transportation condition and econinic develpment Along the highway.but also improving investment environment, attracting foreign capital. developing a open pattern economy,setting up transit basis of internal and external commoditiesin Xinjiang and even the w, stern China. 2.2 lhe Trend of the Road Line and the Major Control Points The starting point o[ the highway is Wulapo in 1OKmfrom Urumqi city,which join with Turpan - Urumqi highway. The terninal point is Kuitun citv. The highway pass the west railway station of Urumqi, Changji city. Hutubi county, Manasi county, Shihezi citv and Shawan county. The whole line of U-K highwa. is 256Km long. The major control points are: Unrmqi citY,the west railway station, Changji city, Hutubi county,fork of Hu-Ke highway,Letuyi,the west uf Manasi,Shihizi c;:y,Shawann county, Anjihai etc. The terninal point is fork of Du-Ku highway in the south of Kuitun city . The line location and trend see Fig 2. 2.3 Scale of Construction anJ Technical Standard The major technical and economic indexcof U-K highway can be seen in Tab 2-1 J

Table 2-1 Major tedinical index of U-K highway roa section Wulapo Xishan Xizhan Shangshhe

it\m -Xishan -Xizhan *-Kuitun -Xizhan

highway grade second grade first grade expressway first grade length(km) 17.17' 13.101 225. 336 17.423

calculation of driving 80. 100 120 100 speed (km/h) .

toal vwidthof the road bed (m) 12. 24.5 26.0 24.5

radius of the minimum 400 700 1000 700 plane curve

iinimum radius of no over 2500 4000 5500 4000 -hight(m) maximum ! lengthwide 5 4 3 4

slope(y ) .

radius of minimum convex vertical 4500 10000 17000 10000 curve(m) .

radius of rAiuimum concave vertmuconcave 3000 4500 6000 4500

curve(m)

visual distance 110 160 210 - 160 of parking(m) loading san-dan car-over-grade 20,trailer-120 of the culvert 2.4 Project Schedule and lnvestmlt U-K highway project is the World Bank oading project .with large scale,high standard and high cost The whole project will be finished in 4 years. Project schedule see table 2-2. Table 2-2 Scheduleof U-K highway projict

.; : length d former period constructon

_ sectton(ki of construction period Wulapo -XVhoan 17.157 1 1992.11-1995.9 1996.4-1997.12

Xishan 13. 352 I 1992. 11-1995.9 1995. 10-1997. 9 tizhan

-xizhan225. 336 experssvwy 1992 11-1995. 9 1995.10-1999. 9

Shangshahe 17. 423 1 1992.11-1995. 1996.4-199?. 12 -Huochexcixhan 91

Note: works during construction preparaton comprists pre - feasibility research, feasibility, research, reconnaissanceand design.inviting tender and submnittinga tender etc. On the road through the territety of Uruzuqicity and Shangslahec-Xizhan link line .6 interchange separation will be constructed,see table 2-3 Table 2-3 Interchange Setmtion of Jrumqi Ring Road

No. of order Name No. of pile Pattern Note

I Wulapo KO+000 bugle main line separating grade 2 Cangfanggou K8+900 parted-clover separation in initialstage 3 Xishan K17+750 rhombus main line K29+O0 direntional 4 Huocheiihan K29+00 ditern main line ______~~~~~K18-800 vattemn _ _ _ _ _ 5 Anningnu K1O+450 half_-loverleaf link line 6 Shangshahe KO+o00 design-d Interchange separation of other section of U-K highway see table 2-4. Table 2--4 lntercang Separation of U-K Highway

-7- No. or order Name f No. of pile Pattern Note

1 1agang K34+350 bugle cons hwihw

2 Changji D49+550 half-doverleaf pas into Changji industral district

halt- lin to the 3 Hutubi K85+850 hl ikt h 3 .utubi KBS+850 doverleaf eounty town

4 Wugongtai KN0+500 bugle Hu-Ke higthwy

5 Manasi K1141+1G bal2f-doverleaf link to the county town

6 Shibezi K148-500 bugle the east Of Shihezi

7 Kaziwan K171+100 half -dov_rleaf the west of Shibezi

_haK60bl link to the 8Shawan K186+I-700 bugle county town

9 Anjibai K211+020 bugle community

10 Kuitun k249+150 half -doverleaf Koitun city

The main line of U-K highwayis 255.594Km long.and the link line is 38 9731m logF. Total investment is 4882.2 mullionsYuan(RMB) -or 17.78 millions Yuan per lkiometer. Te estinated iniestmint in every section of the highwaysee table 2-5.

-8-- Tab 2- The Estimated Investment of U-K THighuyj rns ~~~~~~~~ ~investmentI_i IL.Iivsmn r*r in cost per Kmn length (Kim) 8' ade estimation emillon Yuan) se.tion -1 (rillion Yuan)

Wulapo-Xishb¶ !7. 1:7 I lOS.983s 6.41043 Xishan-Xizhar. 13.101 1 149.53% 11.41405 Xizhan-Kuitun 225.36 expressway 2931. 7.1 12. 56675

Shangshahe-; 17.423 I 2?9. 3646 13. 175951 Xizhan

Xi-'. n link 1: - I 1 25.8590 5.82804

qv ..nr. line -.. I 17. 4727 2.00836 Ian- - ..nk un, .5.893 1 12.0910 2. 0%176 Shihezi link line 2. 520 5. 992 2.38063 installation along 775.2063 main line

tht unified planning cost 387.4903 in whole line total 294. 567 4882. 2000

2. 5 Forecast Result of Traffic Volume Forecast results of traffic volume distribution of the project see table 2-6.

9 Tab 9-6 Sectional Trafric Volume Forecasting Results (standard vehicle)

the present bighway(vehide/day) the expreswuy(vehicle/day) section

2000 2010 2020 2000 2010 2020 Wulap. 285 4005 10695 942 1843 5987

-Cangfanggou - ______angfanggou 87 575 2835 966 1949 11464

Xishan .4354 7716 14501 6767 12746 21717

XSahan 3929 7884 14866 3818 7214 1Z234 -Shangshahe Xlzban _132gang 9253 20345 37123 10099 19919 33628 -Bagn _ _ Ebagang 2451 9624 25803 1.133 29552 42237

-Cbangji ___

Cnangji-Yushugou 3067 8735 22574 14472 26887 38961

YRushngo 3037 5887 22575 14600 25645 38805 -Butubi ______Hutubi -Wugongtai 2592 6920 17233 14600 25645 38805 -WuPogt2i. Wugongtai 3502 4453 12417 8499 19892 32756 -Manasi _ ____ M2masi Maezi 3134 4048 12417 8450 19636 32048 _ -Sh.ihezi _ _ _ _

Shule7i-Kaziuan 1690 3028 3973 7549 15843 29977

-Shaw=v 1475 3056 5769 7414 14966 27105 -Shawmu _ ._ _ _ _

Shawul-Anjihai 1428 3095 5701 7142 14578 26170

1546 3325 5729 7154 14461 25653 -the east of Kiitua _ Fe east of kuitun-th4 weSt of KIStun 1 1371 2397 4749 2055 4864 9463

-10 - Chapter 3 Environmental Status Quo Along the Alignment and Its Assessmey L 3.1 Physical Esviro aental Status Quo 3. 1.1 Climate This area along the highway belongs to the continental and clifiate zone, which marked by hot summers,long and could winters,big annual and diurnal temperature range. Mean annual temperature is 7'C .and exteime minimum temperature is -39. 81C.Mean annual frostless season is 129-176 day.and freezing season is about 130 day. It is arid with low precipitation owing to effect of Gurbantunggut Desert. Mean annual precipitation is,1 60-200mmL Maximum daily precipitation is 20. 3-2 6. 7mm. Precipitation in April - July is rnore than 50%in all annual Maximum depth of snowvcover is 27- 41cm.Mean annual evaporation is 1537.5-2617. On. Wind -ebxity in the area is largest in spring ,summer and autumn,and maximumnwind veloc- ity is over 20m/s. The windy direction is southwest at most the mneteorologicalelements a- long the highway see table 3-1. Table3-1 Meteorlogical elements in various section along the highway

_m _ unit U_uaq Chani H..m Manai sihei ulnwa Kuium Vusa coca Misr 5,28 5254 So0l. 9' F'49 9' 5204 5735.9' 5321.3' S0

day J-Chi h 2734 23 3069.9 2886 2789 2 Z82691 29M

oi.rnishu X 61 64 70 65 63 63 60 63 of sunshine

IC 5.7 6.1 6.7 L68 7t2 68 7.2 7.3

temPetatuze 1 -15.4 -17.5 -16.9 -16.9 -16.9 -16.5 -16L4 -1. 8

IC 23.5 24 6 25.6 25.7 24.8 25.6 25.7 26.4 miiuz pna

C 42.1 42.0 42. 0 42.3 41.8 tempezattu

enr eV -4L 5 -38. 2 -36.8 -38.0 -4Z.8 -43.1 -36.4 tuatwu wVe 3.L 9 42.1 42 5 4L 6 42.1 40.0 4Z.9

IC 11.0 1.2 IZ2 13. 1 11.2 11.9 IL2

am 277.6 18L 7 16L 3 167.2 19. 1 186 1 177.2 15L 4

-mm 1914.1 1739.1 _ 18035 1537.5 160I 5 1758 2109.9

-Votatim~~~~~~~~~ 11 mImI Umi Ch.rq H1um M1- Sai mlwm Kim Wu"I I

r atXw .1 2 G E 59 64 so mummmmdy _ 48a.... 39 33 32 40 40 41 amd er~ _l_ 2 6 2.4 3.0 2.8a I 2.5 iS8 2 5 w=ad =N NN =E miz uidr

.1IM/ 30 . 2 20 20 i 2

ga doo& diy 25.4 21.s 2L 3 IS 2 19.3 (Li I 1 3

mandma d" da - _ 0 _- 7.3 &n wm dAy 167 :r 173 170 IJn 179 186

3. 1. 2 Earthquwke This highway is situated in lunsan Mts sesmnic bet of XInang middle part seismic regionL 10 earthquakes with 6 and over 6 magTmtade.over 5 intensity were took place in 1916-1965. In light of Earthquake Intensity Map of Xniang Uygur Automomou Region drwn in 1986 and Earthquake Intensity Division Map of China publshud in 199O,WuIapo-Diwopu bekngs to 7 intensty distict.Diwopu-Jingou River is 6Mingou River-the western border of Shawan County is 7. In secton of the wstern border of Shawan County-Kuitun ity.the south of U-co highway is 8.and the north is 7. 3. 1. 3 Hydrogedogy in geological strutre,the area belongs to the nouhern part of depression belt in the fringe of r .ountains,whosedespositio layer of Qurnary period is of lre thickness. which provides good condition for deposition of ground water. The existin U-Y highway is took as the dividing line. In the south.it is upward part of dip plin in hont of Trashan Mts. There are single pebble aI gravel preatc wate layer whose water pernmeability is very good m its water-bearg staum. Its slope is about 1Y. Its surfice runowffis well-condition,and its hydraulic sope is 5-6-. The buried depth of groundwater is under saozs metre.total ion cozicenuataX is 0. 58g/l as bicarbonate ion-calcium type water. In the nwth. wthin range of 2-3Km width,there is middle part of the dip plain . The kpositing layer of Quaternary is at botom as sand-gravel mixed layer and at top as desposition stucture with sub-sand soil Its buried depth of ground water is 5-1lOn u sue. It is good dranim- age. It is the main irrigation agricultural areas at preet. In arens between dip at the frizge of flooding and alluvial fan and alluvial pla.mIts landKmns tum genItlis ock Iezure turns into fine fron coarse. Its water permeability goes weakness to cause raise of water table. Therefore, the overflowded belt of ground wae is formed. e buried depth is 1- Sm. which are often overflowed as sprng and swamp. contems high-saline. and beogs w sul- fate-chloride-bicarbonate ion-sodium type water. In addition,there is aquidude (water

-12- bearing strata)with Tertiary clastic tock in Yanalike mountain,Urumqi. Its crevice water is poor,and its water quality is bad. 3.1. 4 Topography and Soils This highway is situated in north slope of Tianshan Mountains.on southern fringeof Junggur Basin. Its terrain is high in sorth and low in north . There is Gurbantunggut desert on north of this highway. Tianshan Mountains from west to east is on south. Landlormalong the highway is the flooding and alluvial plain in the north foot of Tianshan Mountains ,*hich consists of large or smaLland new or old flooding and alluvial fans. There are two large landforms districts:the low mountain and hill destrict (Wulapo-Diwopu) and norther-clined flooding and alluvial plain in the south of Juggar Basin(Diwopu-Kuitun).Ihis area is one desert lan- scape. Main soil type are desert sirerzem .brown desert soil.Some intrazonal soil (bog soil, meadow soil and saline soil) which are despersed over both sides of river vrith ground water belt. 3.2 Ecological EnvironmnentalStatus Quo Monitoring and Assessment The ecologicalenvironment along the alignient was investigated for three tires:April,Julv and October,1993. 3.2.1 Vegetion Status Quo ad its Assesment The natural vegtation of the evaluated ares along the highway mainly is zeric or super- zric desert vebetation . In range utilization.they belongs to and desert cold season grass- lmd. Its communities are cWlafied as follow: I Tenpetural desert type ( ) Gravd temperatural desert sub-type A. Artemisia subshrub group 1. Artemisia borotalemse 2. A. tansiise B. Saline subshrub group 3. Anabssis brivifolir 4. Nanarohn erinaceum 5. Cerawedes latens .Aabasis salsa (I ) Earthern temperatural desert sub-tvpe A. Artemisia subshrb group 6. Artemisia transillense 7. A. borotalense 8 A- borotalense,Sueada dendroides B. Saline subshrub group 9. Reaunia soongorica 10. Anabasis aphylla,R. soongorica C Group of saline subshrub with shrub 11. Suaada dendmoides.Nanophyan erie -13- a Annual weeds graoup 12. Petrosimonia sihirica ( I ) Solonchak temparatutal desert sub-type 13. Halocnemum strobulaceum I . Low-flat land meadow type. (M)lowland saline meadow sub-type A. Rhizonmegrass group 14. Phragmites australis ,Glycyrrhica uralensis B.Clump grass group 15. Achnatherum splendens range vegeution are 2 types.4 sub -types.7 groups and 15 formntions in the evaluated areas. Artemisia borotalense Formation is despersed widely in range along the highway, which is rainly made up of Salsola offinis S. soda.Ceratocarpus arenarius,Tetracme quadricornis. Er- emopyrum onentale etc. ,besides A. borotalense,a dominant species.with its total cover degree of 15% .the wet yield of its S76Kg/ba .and hight of 10-30cm . In Reaumuria soongonica Formation .the species composition is simple and few Ceratocarpus arenarius and Salsola sp. were seen. the Formation is with wtal cover degree of 10-25%,the wet yield of about 750Kg/ba,hight of 20-30cm (shrub layer, herb layer is 10-20cm). Petrosimwonia sihirica PFormation is made up of P. sihirica ,Salsola sp. and Ceratocarpus arenarius etc. with hight of 10-20cm ,total coverage of 20-35%.the wet yield of 1370. 5Kg/ha. Glassland auility is evaluated as the 5 clases and 8 grmdes in our report. Glass refer to herbages quality in range. Herbage are divided into excellent ,good ,middle.low and poor.on the bases of palatbaility .utilization ratio and nutritive value of plants in community. At present,the division of class of grassarnd is mainly on the basis of palatability of piant.as wel as proportion ot weight of each herbage in community. According to 'National Grassland Re- sources Investigation Outline. 'its sandards are as foUows: class I :excellent herbage cover over 60% -las I :good kerbage cover over 60%,excellent and middle cover 40% class I :middle lbae cover 60%S.good and low 40%; cls JowIV herbage cover 605S middel and poor 40% class V :poor herbage cover 60% Grade are divided into eight dass(1.2,3,----8),on the basis of the fresh weight of the aerial part in commuity .Its stndards are as folows: Grade 1:>12000Kg/ha Grade 2: 9000-12000Kg/ha Grade 3:6000-9000Kg/ba Grade 4:4S0O-6000Kgbha Grade S 3000-4500Kg/ba

-14- Grade 6:1500- 3000Kg/ha Grade 7:77'-l5SOOKg/ha Grade8: <750kg/ha For the range qualitv of the evaluationarea. there is not exellent range. The proportionof goodrange is lower with 8. 82Ye,medium range is 55. 88% ,low range is 35. 29Y%. It shows that the natural rangeof -the evaluationarea is mediumand pratly low. The yield of range is generallylow. The proportionof -seventh-grand and eighth-grade range is 89. 41Yo,the proportionof fifth-grade and sixth-grade is 4. 71%,and the proportionof second-grade. oz..yone type,is 5.88%. 3.2.2 Woodland Status Quo and its Assessment There are no natural forests alongthe highway.Besides field protectionforests ManasiFor- est Farm and Forest Farm of Ganhezi,Hutubiwere set up in the evaluatedarea. ManasiForest Farm is plain that,whichis directlyunder XinjiangForestry Departmiet.with total areas of 5944.l8ha ,amongit,Forestry land 602. 14ha. the stored volumesis 49559rns, mostpart of that is middleand younggrowth,the structure age of stand is as follow-young growth is 271.55ha ,counts for 54. 22% of forest land, niddel is 216. 76ha. 43.6% of forest land;maturetimber is 7.89ha,1. 60%. Areas of forest is 496.2Qha, amongit,timber forest is 40966.47m3, 82. 66% of total stored volumes;Shelter forest is 2036. 87m3.4. 11%;special forest is 6556.66m',13. 23Y. Main tree species are Populus canadensis.Fraxinussodgiana and Ulmus leavis etc. The most part of woodland were dispered in raorthof the present high- wayvthecoverage rate is about 50%. In south of the present highway .owing to arid,only few Ulmus sp. and Fraxinus sp. are scattered about . The land metionedabove will be plannedto farmlandfor rational use. 3. 2. 3 Wild AnimalsStatus Quo and Assessment Amongthe vild animnalsof this area,. Insecta and Arthropodamake up the largest quantity. As they are the inferior animalswit high rate of reproductionand extremeadaption to their environmentsso they can't be taken as the emphasisin this assessment.In faunal division the area along the highway belongs to Wusu and Qitai Desert Unit.which is the mainlv recla- mationarea of the northern foot of TianshanMts. In the compositionof wildanimal-it show that Junggur desert animalsinter -penetrate with oasis field animals- There's not any pre- ciousor endangeredspecies along the highway. At the evaluatedarea,composition of wildanimar is simple.The conunonspecies is Bufosp. of Anmphibian.Eremiavelox and phrvnocephalussp. of Reptilia.whichdestributed widely to desert belt of the northern Xjnang. The dens .wlt birds are Passer montanus ,Calan-drella cirnereaetc. whichare desert cosmopolitespec.er. There are no large mranals. Glires makes

up the main part of the mammals,such as ,'4eri:.C.-s ervthrourus ,Mus musculus and Cricetu- lus nigratoriumetc. 3. 2. 4 Hydrologvand Irrigation 3. 2. 4.1 Major rivers status quo

- 15 - These rivers spanned by tihi : 9 sire all cofmrinentalriver whose source is from the north slope ot Tianshan Mts. s :. UrI'. - .Toutun .Santun. Hutubi,Queergou, Taxi . Manasi. Ningjia .Jingou,8ayingg- u.Ku.tusa -i-m: .-"mxup to 11.These rivers belong to the seasonal rivt wrhosesources are- lid 1v glacier,melted snow and precipitationin mountain area.

For these rivers.65 -72 V0 of the yearly dischange distribute in June-August The hvdrologi- cal features cf these "iverssee table 3-2,its water quality dara see table 3-3. Tab 3-2 Hydrologikilfeatures of rivers through the highway

hyd- pi- nowof IWoa d|-tribuhionM()

\.2'r aio. .i : ii: notfbi , Jt 5m. J=e_. mt smaiioti (mm) (am) ') C Is) | : t -Augts -Oct. -Mar

Tounm nwar Hdp r9. 8 1929.0 2.35 7.4 828 0 65.0 14.0 9.0

Smnuriver NMpan_mg 186.4 1619.3 3.11 9.S5 15b.J 10.0 710 13.0 6.0

Hutubi rivw Kalg 402.7 I691.3 4.77 15.1 209.5 7.8 70.4 14.0 7.8

Queerp2rnvtrI Junutagh - - 0.44 1 40 6.21 3 69.0 13.4 8.4

Taxi riwer Shi!zi 42511 14l?.7 2.2n ! 7.66 74.5 J.- 69.0 13.4 8.0

Mamas, rwer Hongk-uuui 22S.0 21-. 1 12.80 ! 05 399.3 7.4 67.0 14.0 l.6

MN.s,.e- _ - 0.71 - 11-6 8 170.413.7 7.2

jtngu auver HoWabnwou 199.6 2703. 3.10 10.23 73.7 7.0 68I.5 12.8 12.2

20!- w.208 5 3-09 9 .84.5 7.2.8 i145 8.2

Kmirw-Lmwermakg'eiJa Z19 7 |2650. 8 e.29 | 2Q0 138.9 .3 I 4 17.4 13.9

_6 1 __ Tab 3-3 Water quality data of rivers through the highway(mgf )

NmwhrkdcgiW of ~taga cot NH,l1 e pH.DOD lTd Pbi_N_

I pnd, MeerL4 SIS . 1.97 1.JI 0.030 0.594 . 000 in

------aq~~~~~~~~~~iwincwaer *u.a high "SW 4 _ | 7.37 247 0.99 3.15 1.14 Q.024 1.023 L.007: 0.Q50SD.m*ud

9"- I - -1- - - -- Vity

daym.am 3.14 596 1. 3 1. 30 1. 0 0.639 6.016 D.000rd

ENduE ,,~~~~~~~~~ haul s~oi.- Lasma .L0 493 L07 1.43 .OD 0. 05e 0.936 GM! qatit P<;. 7

. _busw 7.3U 31 1:.11 .04 1. 51 .012 0. 904 D=00020.o45 5Emin

dry mom L 12 1931 1. E7 UL : 05 1.766 S. 746 ml qualht

mddie water L25 15 L313 070 0. 4S 0.0JI 0. 706 IL OOQ

nYvw hwb aw3L2 2M 0 79 :0 0.21 0.119 0.476 0.00 0.50

drywILm 07 721 L 36 3.90 0.4 0.331 0.Q2 0.0021

1;mu-.n 3.L30 5. 50 1.40 - 0.24 _- _

n______drysn 3.3 _ 7.281170Q.1. L 0 - _ 0.60

3. 2. 4. 2 Irrigation system In the area along line,irrigation canals are very developed.and water conservancy facilities are verv well equipped. In Changji-Kuitun section of the old Wu -Yi highway,there are Soof large, niddle and small bridges, 222 of culverts. hrrigation areas sum up to 466 thou- sands ha. The area along the highway is agricultural irrigation area of 60% -70% ,and water were supplied with artificial irrigation method. 3.3 Social Envitronment 3. 3. 1 social Economy U-K highway,a draft highwav,runs througn urumqi.Changji in Changji Hui Automomous Prefecfure,Hutubi.Manasi ,Shawan countv in Tacheng Prefecture and Kuitun citv.The direct affected area of this project is L-ithe middle of the Asian-European railway ,lt is the important base of energy and chemical industry and also the centre of Xinjiang economy. The northern side of the Tianshan mountains is 125. 8 thousand square kilometms - -7. 58% of the total in Xinjiang.In 1991 its population is 3. 7723 million--24,69%of the total in the automonous region . The population's density is 30 inhabirartsper square kilc'ietr- In this area ,it is faster in econom-iicdeveiopxrent ;the populatios citiiyingI.2vel and cultual t- ducation level are both higier than the average of China;thtd total industrn.' output value in 1991 is 159. 67 hundred million vuan (fixed price in 1990).--61% of the tot.- atrial

-17- output value of Xinjiang;the light industry output value amount to 45. 37% of that in Xin- jiang;the heavy in dustry total otitput value makes up 77. 58%,the average speed of growth is 13. 09% per year--1. 49% faster than that in the same period in Xinjiang. Xinjiang heavy industry is mainly in Urunqi .Changji prefecture and Kelamayi;light industry mainlv in Urumqi,Shihezi and Ydli.The highly concentrated departniants,for example ,oil . steel and iron ,nonferrous netals, coking and coke chemical industry etc. are mainly in U- rumqi,Changji,Kelamayi. In 1991 the total industrial and agriculttal output value of the four cities and three counties along the draft highway was 141. 24 burdred million yuan (fixed price in 1990, the same below) -- 37. 31% of the total output value in industry and agriculture of the autonomous region;the proportion of the area in 1980 rised 8. 57% than that of the autonomous region in the same per od. The national output value as a whole was 97. 03 hundred miillion yuan-- 32.8% of he whole rigion;3. 8% higher than that in 1980 . The naticaal income was 74.49 hundred million yuan--30. 53% of the whole region;4. 92Yhigher than that in 1980. From 1980 to 1991 the average growth of the total value in national production, industry &agricultur,national income of the 4 cities & 3 counties was 12.38%,13. 06% .13.59%e-- 1. 26.1. 46,3. 39 percent higher than that of the whole region in the same period .The northern side of Tianshan has LanXin railway,North Xinjing railway and national highway 312 vzsFinz through. The great traffic results in good investnent from the outside world. By the end of 1992"Sanzi'ente-prises throughout the whole region hLd core to 164. The foreigr. money had reached 5. C.6 hundred thousand dollars. More than 8C% of these enterprises are located in the 3-de'eloping city,Urutqi,Shibezi,Kuitun,approved by the people's government of Xinjiang. Urumqi in the capital of XlnjiangUygur Autononous Region; the centre of polities ,economy, culture,science & technology and education;a hub of communications ,4inking the south & north parts of Tianshan,connection Xlnjiang and inner land;and also one of the main open cities approve by the state. Urumnqiis a city with rich agriculture .animal husbandry resources and kinds of crops. it's also rice in coat resources with 60 hurdred millionton reserves. There are various coal in good quality; a lot of sal! .Glauber's salt; oil.natural gas, iron .manganese,phosphorus ,limestome water erergy.wind erergy and solar energy. Urumqi is najoring in industry. Now a better industrial system has formed, mainly mnachinery, petroleum processing , textile, electronics, metallurgy. building materials, food, electricity, coal,leather,noLrrous metal ,etc. Meanwhile the agricultuce & animal husbandry are moving forward. lts inside stncure is constandY adjusted. The 3-big-subsidiary -food base has made greater progress. The city's need for vegetable, melon,fruit;milk ,eggs ,aninals, meat * fish and so on has been basically met. Foreign trade and economic technology crops have been enlargedLBy the end of 1992 the whole city had opened 21 Sanzi enterprise with a big growth in obtaining foreign money. Haying better traffic & transportation ,there are highways to eve.v part of Xinjiang,LaJnXinrailwav to the inner land ,South Xinjiang railway - 18- to Kurle. The second Asian-European railway was joined up in Sep. 1990. Urumqi international airport is ond of the larger modern ones in China. These are good for the opening and economic developmjnt of Urumqi later on. Changji is the capital of Changji Hlui Autonomous Prefecture.a satellite city of Urumqi .with worderful location and convenient traffic. Is a new industrial city. Its main minerals are coal,lirestone,siderite,Glauber's salt,placer gold ,quartz sand.clay etc. Especially the rich reserves of over 500 millions coal. rhe city was set up in 1983.Since then its social economy and city building have been developing. The industrial system.based on coal .cheniical indus- trv,textile,mnachinery & electric equipment.has been formeil. Shihezi is arnopen munisipality directly govemed by Xinjiang Uygur Autonomous Rigion . And here is the division headquarter of Agricultural Eight Division of Xinjiang. Production and Constructnon corps. The earliest -cultivated, the largest - scaled reclamation is Shihezi, whic. has become one of the important light and textile industial bases. It's known as 'A shinning peral in the Gobi Desert"to the outside world. Not only a worker-peasant.citv- countryside,peasant-worker-merchant combining econorr., .ias taken a shape in Shihezi national economy ,but also a taodern industry mrainlvbased on light & textile industrY.induding cotton textile, wollen textile. knitting. printing, paper - making, sugar -,refining. food. grain & chernical industry etc. In Shihezi the commercial market is brisk; the city - countryside trade is active;the export capacity is becoming greater;the total value of export products is increasing,Shihezi has been changec into an important foreign tradeexport base of cotton and beeL Under the leadership of Yili Kazak Autonomous Prefecfure,Kuitun is to the north of kelamayi.an oil base. Kuitun is a continental communicationfortress in North Xinjiang ,the only way to I Trumqifrom Yili, Tacheng. Aletai areas. Bortala autonomous prefecture, Kelamav- i. Since its setting up in 1975, owing to its good traffic communicationand less suburb ag- culture. greater industry and the third industry, Kuitun has established its economy v I1-ding industry, active development in traffic, post teeconmmunicationsbusiness, food drink ect- Obvious progress has been made. Now it's not onlv to hub of communicationsin North Xinjiang, the main collecting and scattering plnce of passengess goods but also one of the main .ndustiral cities in Xinjiang. Mra'n while Kuitun is listed as an open city and a developing area of economic reforr. Hutubi is a county with agriculture first, the combiration of agricultue and animal husbandrv s cond. Crops are the important products, eg. wheat, in agriculture. And in indus- trv we have coal. huilding materials, lether, papermnaking,brewing, U-Y highway goes th:ough is. Inside the county there are four highway lines. Almost every village has roads or roads for agricu.tural machines. Manasi is one of the marketable grain base counties in Xlnjiang.It produces grains,cotton,oil -crops,beet etc. Mlnery,leather;buildng materials,grain & oil refining, foods, local products refinery.china are the main parts in industry. Traffic bases on highway. U -Y highwvay

-19 - passed by it. These are roads to each village. Shawan county bases on agriculture. It is the combination of agriculture and animal husbandry. There are wheat ,com .rice .cotton .oil-crops. It is one of the melon ,cotton export bases in Xinpiang,and also the base county of 20 ten thousand fine-wool sz -ep. There are coal ,;nachines-making & repairing,electricity.printing,oil & grain refinery,foods etc. in industry. LanXin railway, U-K and U-Y highways are crossing iL The whole county has 18 roads to villages. From the above you can see the direct affected areas of dis project are very important placses in the development of Xlnjiang national economy.U-K higher grade highway line wi further develops the society.economy and tourism of the above areas. So *injiang economy will be pushed forward. 3.3. 2 Life Quality The living level of the inhabitatos along U-K highway is continuously going up in recent years. The education, health can meet the needs for schools and hospitals. All the villages are open to trafficand.post and most o' them have electricity . People of all nationalities are living a happy life here. See table 3-4(1).3-4(2) People's life &commentary on culture,e- dueation and health in 1992. Table. 3-4(0)People's Living &. Culture Life & Cutur. Edocaiion.Realth in 1992

for .erM-

P~~ GofamgI dnay Iww m i . ad. I T fed - umwI"N bwr z -_ 6k= 1ms in-=y cit & sayf pe nwh ybyfe

"win qM |e Kr aW P J7 hrw r for :yW mh exam) (m) * V (m> (u,) 100 io.ooo, M hal -1p6yee

[I (w_£ _ . _I mm.)_ __ __

740.44 742 1790.2 1331 7 IL42 14.27 U Z 193.3l 124< 80 1. 95 L91

radom bmd& fi~~~~~~~~.cwdad i Cudore ad~~~~~~~~~~m L~~ore"luih

_ty _zmarswmrs . pb 100 100 Bok fao e scowd X be& docs P1 per

Pnell. aged IOO. 5d ja 10.000 IOOOD sehol 000 fouvr w4wp 10.- em ime cm*~~~~ji-mgde 10. raftded

wt rad TVV (mm, C% da.r *) M PM bAg TVTV -er day) (ye.r an _____ r'i&a

14.4.11 3 S.9j 49.10 31.90 0. 031 0.65S 3.87 96.0 2L 79 0 . 3.9 225 - - - - ~~~~~~~~~ - ~ s-W -- -

- o Table3-4(2)People's Life & Cuiture .Education.HealIhalong U-K Highwayin 1992

\F ~~~maIIw6S- "wtm .b pmw- - 1 _u.

a ( Y * .,1 \KOMIdCY S1al -i wg 10l0 for 1000 ymn) ambw -cmw ~

Urumqi 3279.1 3113 143 6C.l6S 0 91.547 99. Ig 5 SS 9.1 769 S914 5.6

Ch1. 3IS5.9! 2767 IS I.275 63 14 676 97.6 96.1 77 L 19 20270 .1

Hutnhs 206l. 40 19 7.:71 56 12.994 961 _1. : - - - - -

bmn Z499.31 2333 24 8.041 47 13e262 96 1 100 - - - - Shkvh :75.6* 24S6 10 6.5U 12 7,541 99. 100 3 3.3 260 13s6S 5.3

Showan 2506. 10 256 is 11.197, 7S 2.1.600 92_ 96. - - - -

Klintun 214a.95 36184 3.523 I 3.447 _1003 9100 _ 7 126 620 56

3.3. 3 The Production of Agriculture & Animal Husbandry 3. 3. 3. 1 Agriculture production :With fertile soil the production along U--K nighway is prosperous. From Hutubi to Urumqi one person owns 2-3 mu culirvate land, and 3-5 mu for each from Kuitun to Hutubi line. This area has been the main base of grain ,cotton,sugar,oil in Xinjiang because of it rich heat,enough sunlight.smooth terrain.fertile soil,complete water conservancy and growing. In 1992 the planted area reached 580.83 ten thousand mu -- 50. 41Y are grains, 29. 95% cash crops .others such as vegetable,melon & fruit. forage are 19. 64 %. Among the grain crops wheat comes first ,corn and bean second;among the cash crops cotton comes first,oil -crops and beet second . The muin growing area and output along the line in 1992 is seen beloin table 3-5. Table 3-5 Main grain crops's planting areas aloag U-K Highway item planting area per unit area yi'ld (ten thousand mu) (Kg/mu)

wheat 200 200-260 corn 60 300-500 bean 20 80-120

cotton 110 70 beet 70 2250-2500 oil-crops 110-135

Notes cotton is scattered to the westof Manasi

- 21- W,thin the ecology commentary range of U-K highway.the agricultural production is good. To the east of Hutubi the cultivated land for each person is 2. 9mu: to the * est is 4. 7 mu. 'he proportion and output of grains growing along the highway,see table 3 -6. Table3-6 The Proportion & Output of Grains Groving witb the Commentary Range.

item Pcr unit area yield \Plbntingrate(5%i) (kg/mu)

cro P ______wheat 40 270-300 corn 15 460-550 cotton 25 90 beet 8 2600-3000 oil-.rops 3 120 3t 4rs |9 -

Known from table 3-6.the proportion within the conmmentaryrange along U-K highway is better.Thr _ tput here is a bit greater the average level of the whole area. It's a gold- en place in Xinjiang . -.ji ultural production. 3. 3. 3. 2 Animal husb.n,iary preduction: Within the range along U - K line agriculture comes first .animal husbandr -second which is mainly on the farming land. Statistics in 1992 shows the amount of livestock is 3(&s 25 cen thou-and ,mainly sheep. secondary goat. pig, cow etc .That's 445 ten thousand starJard sheep unizt--sheep 50% .goat 5Y.cow 23% pig 11 %,others 11 %. The output value proportion of animal husbandry is smaller. See table 3- 7 Table 3-71he Producton of AzLinalHusbandry Along U-K Highway.

live stock value proportion in ainicrIture area (ten thousand) & animal husbandrv (W.

Ururnqi 37. 40 30. 71 countv

Chan;ii 3-! 09 18. 40 Hutubi 29. 71 26.87 Manasi 29. 91 15.05 Shawan 42.02 20.00

Note :Xiniiang year book in 1993

-22- The natural aninal husbandry within the conunentary is mainlv concentrated in the place from Shawan ,Anjihai to Ku:tun . Desert grassland is the natural view here. The grass output is lower. 1-1. 5 hectares grassland can feed about one sheep unit ,mainly for some groups of cattles passing by during 4-5 months in spring or 9-11 months in fall per year. Most of the groups are sheep. Each group is about 200-300 sheep fed by several herdsmen families. 3.3.4 The Backgrouno of Lead in Soil & Grains In order to get a right commentary on the lead amount in soil and grain along the U-K line, We're scattered 4 points along the line ,collecting soil.wheat to exazmine.There are at least 'netres from each sample to c -rying highway,Its result can be seen below in talbe 3-8 3-8 Comment onithe Lead Amount in Soil and Grain unit mg/lcg

point_ 1 ~~~~2 3 4 4 d ~~~(Kui-Sha) (Sha -Hu) (Hu-Chang) (Chag-U)

soil 20.80 18.8 19.61 23.80

wheat 0.1030 0.11 -

Note: -- means unexamined The lead amount in the surface soil of Jungger basin in Xiniang is 25. 108mg/kg(seventh five -year-plan's scientific result). The lead in the range is far lower than the grain standard. 3. 4 Tourism Resources Since the old davs Urunqi has been a fertile natural pastureland called Beautiful Pastureland by herdsmen. She is a shinning peral at tne foot of Tianshan Mountains. In recent years its municipal administration has taken a quick step,showing a modewncapital city wiEh natural feathers. Urumqi has manv other natural sceneries and well know places besides Hongshan tower and Jian lake. Nanshan forest is not only a rich animal husbandry hase .but a summer resort for tourism. The famous chrysanthemum is Gangod.water-fall in white Poplar gully and forest spring in Miaoergor gully have been natural sceneries sinc2 history. Yanerwo scenic spot has manv big trees. fragrant green grass with Urunrqi river passing through. ShuimogouNwaterrnill) gully spot wth hot springs scattered nearby,forest wares and waver sound are always heard. It's reallv a good place for tourism and convalescence. Shihezi and Kuitun are two representative cities newlv built. located in North Xinjiang. There are progranunes for the urban districts. The blocks are tidy ,groupsof buildings are a- mong fruit gardens . Tha:'s a graden style. The symbol o! Shihezi is the sculpture- -the first ploughshare of army farm,in the city's centre. The Nanshan scenic spot, located in Shawan county, owns great and strange -reen mnoun- tains,singing springs and colorful flowers. There's a pastureland for Kazak herdsmen near Dazi temple. Here are often held national physical activeites. Another nice place is Ningliahe gouge. Besides,'ingouhe hot spring .located in Shawan county,cures sikness slowerilv among -23- the local people,when it was discovered by gold-digger in the middle of Yuan dynasty. It's a wonderful place for rourism.holidays and convalescence because of its nice enviroment.great hot spring equipnent .good water. Moving north from Shihezi .Shawan .you may go further into the desert - -Gurbantunggut where you can watch sunrise and surnset.climb sandhills .cross desert. You may enjoy the se- cret .romantic scenerv. 3. 5 Acoustic Environmental Status Quo and its Assessmet 3.5.1 Investigation and Monitoring of Ac-busticEnvironental Statm Qua According to the Method of Measuring CIty Enveronment Noise(GB3222-82),Julv-Au- gust 1993 the sensitive points of noise wtre monitored such as schools and residential areas within the evaluated areas.for the sake to protecte the health of people. 19 sensitve noise points along the highwav were determined.among it,schools 4.and l.residential areas 15(2 along the link line). Its distibution location and monitoring date see 3-5 -1 to 3-5-4. 3. 5. 2 Assessment and Analvsis of Acoustic Environmental Status Quo To know well level of acoustic environmental status quo at sensitive noise points along the highway and evaluate scientificily and describe the degree of noise pollution.the existing a- coustic enveionment within the evaluation range is evaluated according to the four grades of table 3-5-5 below. Table3-5-1 Distribution of Shcools

distance from NQo.of central line Nor of imileage place name ofntre higw population order of the highay (in)

1 K32 -700 Sampin Primary School 150 150

primarv 2 K142 schools of 215 220 Lian ouhu

3 K167+400 143 Frying p175 100

4 K239 Batuan 120 600 schools

-24- Table3-5-2 Distribution of town and village residential area

distance from

No. of No. of pile place nae o central line population location ofheghy a

5 K11+700 Sujiazhuang 80 400 Urunqi city

6 K24+100 104 Yilin 100 800 Urumqi city

7 K36+500 SanpinLiudui 95 1000 Urumqi city

8 K43+100 Sanping Yi dui 75 1200 Urumqi city

9 K4+ 200 Changfeng sidwi So 600 Changji

10 K84+900 Shangergong Yua 0 720 Hutubi hucong

11 K141 iangzhouhu Sandui 100 1500 Manasi

Shihezi 12 1K160+200 Building 75 1000 Shihezi Materials Work

13 K163+600 .SangongdianSidui 75 800 Sbihezi

14 K188 Jngoul6e 100 500 Shawan

the residential A-ea 15 K205+250 of Brickyard of 142 .75 100 Anjiaii

- ~~~~Tuan _____ 16 K215+100 JiaheziYidui 50 840 Shawan

-25 distAncefrom

No. of No. of pile placenma centml line popion lOatiE of the highway

17 K239+200 8th Tuan.Gongyishi 70 3000 Kuitun link ine

18 K134-600 Xiaodiwopu3rd dw 100 1000 U_uni

19 K16+200 _ IID 900 U90 _____I______county

-26 - Tahle3-5-3 Evalutoi of AcotSic Emvirmwnua Statues Quo oools Environ menial eVa1ltun exceed noise vlue Leq(dB) standard

No.pofe place nanIe .e , _- note pile

-ght day night

1 K32+700oo Ilh dui of ping 45 30 60 50 0 0 0 ______Farm

central pnmay 2 K142 schoolsof 48 33 60 50 0 0 0 Lianguhouhu

3 K167+400 t11h pnmary 42 34 60 50 0O 0

4 K+239 Gongyishi. atuan 33.7 60 s 0 01

Tabie3-5-4 Evaluaioe of Atic El Stas Quo of Resdential ArmJs the E:q*umy

noise evauaton exeed * fva lue Leq(dB) stadad of No.7of pla7nam T -- not

day night day night dav night

S K11+700 Sjiazhuan 34 30 70 S5 0 0 0 6 K24+100 Fiust lian f 104 an 42 32 70 55 0 0 0

6th dui of Sanping 47 34 0 Ss 0 0 0 7 K36+500 _OFarm

a K43+100 First dui of Sanping 45 30 70 55 O 0 0 Farm

-27- mironmenta. noise evaluation exceed No. of value Leq(dB) staldard

of pife place name leq dB)- - note rde dav night day night day night

9 K48+200 Changeng 4th dui 54 34 70 55 0 0 0

10 K84+900 S gong Ullge. 49 36 70 55 0 0 0 Yuanhucongtown Liangzhouhu 3rd. 4th 11 K141u i 54 34 70 55 0 0 0

12 K.L60 Sih;i;OO Building Mate- _ 12 KI(60+20t rials Work 47 32 70 55 0 0 0

13 K163+600 Sangongdian 4th dui 52 38 70 55 0 0 0

14 KiSS Manai.on secan of 50 37 7D 55 0 0 0

_ _ A~Teresidenltial area of . 15 K205+Z5 . 45. 4 30.1 70 55 0 0 0 Bickvard of 142 Tuan

16 K215+10 liahizi st di 52 30 70 55 0 0 0

17 K239+200 gth Tuan.Goaijishi 41 33.7 70 55 0 0 0

18 EC13+600 Xiaocdiwopu 3rd dui 55 45 70 55 0 0 0 19 K_16+200 Hena ______61 45 70 55 0 0 0 20 K21i200 X(isliphnkir 64 5 48.6 70 I 55 0 0 0 - K2+220I.)Ghanml 64.6 43.7 70 55 0 0 0 bacxownd 55 403 70 55 2O O Note:O no exceedd exceedXslightly exdeedt obviously exceed

-28- Table 3-5-S Evaluation norm of acoustic environmnent quality alution- index aon monitoring value of exiutirg acousuc environment cvntn LeqdB(A)

evaluation standard <1> +5.0-co

evaluation not exceed exceed slightly excreed obviously exceed conclusion standard standard standard standard

express4 symbol

According to the assessment of the status quo.the acoustic environmental quality within the evaluation range is good.the background level is often less than 50dB in daytime as well as less than 4OdBat night. The environmental noise is mainly in the form of the traffic noise in existing rural highway,railwav and airport. No noise level of 19 sensitive noise points are over standard. There are Gobi and desert areas where people are distributed scarcely along the highway,and a part of field and borrowing site,so. In a word ,all the existing acoustic environmentalquality is good within the evaluated range. 3. 6 Investigation and Assessment of Atmospheric Environment Status Quo 3.6. 1 Moinitouing and Evaluation Standard (DLocation of monitoring points According to the topograpgy and meteorologicalcondition and the social and ecomonic sutia- ton along the highway,7 monitoring points were determined, besides of these,2 points were determined in Xishan and Charxgi link line. Location and features of every points see Fig. 2 and table 3-6-1. '2)Monitoring factors and method Accordirg to the demand of the outline of this assessment and the environmental impact cnaracteristic in construction and service of highway,NOx,CO and TSP were determined as the nainly monitoring factors this assessment. THC and Pb were monitored at some spots. Monitoring method is on basis of Technolohy Standard of Environmental Monitoring and Monitoring and Analysis Method of Air and Waste Air issued by NIPA.see table 3-6-2 arnd 3-6-3. (3)Monitoring time and frequency The monitoring time are Mar. 1993(winter)and July 20,1993-Aug. 5,1993(sunmer). In every season ,monitoring were varried out in two stage. the monitoring frequency is 4 times one day ,continuing five days (8: 00,12C: 00,16: 00,20: 00,BeiJing time). (4)Analvsis and evaluation standard Evaluation of THC is on the basis Standard of Former Soviecc Union,Pb refer to Hygienic -29- Standard of Industrial Enterprise Design of Cliln. (T76-2) -aeetable 3-6-4 Tab 3-6-I The survey of each maoitOrng spot of U-K higllm

NO.of poi Monitoring environmental nts name itmplaceite chracteristics

1 104 Yi lian NOx TSP CO TFIC Pb edge of city . dense _ 104lian Yi rqOx TSP CO T14CPb populanon area 2 Shanpingydui THC' N0XlSPC0 residential area , vil- 2 Sbanpingyidui NO,xJSP,CO TXI.- .ig . ~~~~~~~~~~lage 3 Liangzhouhu CO,NOX.TSPT 11CPb residentia area, roun- 3______hu______sp W C [ u tryside 4 Shibesi BMW NOx~TSP CO TF4C dense population area, ______Bh4WNOx SP C THCedge of city 5 jiahezi NOx TSP CO THC residential area, coun- NOx TSP CO -flIC tryside

}BaTuan NOxTSP CO THC Pb residfntial area

7 HuNanzhuong NOx TSP CO TJ4C Pb edge city,densepop- ulation area

8 Xishan NO.TSP,CJ)Tf C edge of city

9 Changji CO,NO,THC TS? edge of city

-30- Table 3-6-2 Air sampling Equipment and Method item equipment sampling -mehod

CO bladdle doublehall absorption

NOx Ka..52ir sampler porous glass absorption

TSP K11..l1 air sampler glss fiber filter film sampling CmnHn injector pumping witb injector of lOOml Pb K,a-,air sampler perchloromethane filter film sampling

ik 3-6-3 Analyzing Duipment and Method of A:mospheric Monitoring . . ~~~~~~~~mtrfimundetection items analyzing equipment measuring method . d concentration(mg/m ) non-dispersion CO analvser infrared 0.1 analy.er absorption N-1-Naphthylethy

NOx UV-120 spectro -lencdiaraine 0 01 -photometer Dihvdrochloride colorimetrv

TSP TC-328 BanaLyzing weight method balance

air hvdrogen flame CmHn chromato 0. 14 !graphv ionization detection l ~~~-graphy

Pb P-E3030 atomic graphite 2XIO-' absorption spectroscopy furnace

-31- F~~~~~~~~~~~~~~~~~~~

Table3-6-4 Evaluation Standard of AtuaospbencEnvironment

standard of concentration (mg/mr3 ) item- imAaxrnumof random limit daily average NOx 0. 15 0.10

Co 10.0 4.0

TSP 1.00 0.30

CrHn v 5.0

Pb 0.0007

3. 6. 2 Moni!oring Results and its Analysis I)NOx The detection range of NOx is Y-0. 172mg/b'3 .Range of mean daily value is 0. 004-. lllmg/m'.excet Xishan point.daily value and once value the rate of the exceed stanc'ard is respectivdy is 20% and 5%S in winter.the value of the others points is not excedd standard. 2)TSP The detection range of once is Y-1. 230,Range of daily value is 0. 015-0. 610mg/m'.the rate of exceed standard of once value and daily value of Xishan point is respectively is 5% and 100% .and in LiangcHouhu point.the once value is 5% in winter.the rate of exceed stndard of Slihezi Building Material Wark(Shihezi BMW) is 10 %.In swmmer.the value of mean 5 day in XiShan is exceed standard 0. 7 times. the valne of the others points is not exceed standard. (3) CO The range of once value is Y-9. 01mg/rn Ail points is not exceed standard ,daily value is 0. 11-4.41mg/c 3 ,expect Liangshouhu point;the daily value is exceed standard 20% ,tbe others points is not exceed standard in winter the mena 5 day value is not exceed standard in winter. 3.6.3 Results of Assessment 1)1he mean daily value along the U-K highway is not exceed the Grade I atmospheric standard in Ambient Air Quality Srandard,expect Xishan point the value of TSP is exceed standard in somerime.this result is affected by Urumqi air qualitv. 2) Mean value of indivedual standard index each polutant, the summers is better than winter's because the temperature is higher.the wind is stronger of Xajiangin summer. 3)The Air qualitv along U-k highway is good,the index of pollutant is lower than the standard.

-32- Table 3-6-5 The Monitoring results of NOx at each spot

Ne one day wasp rwe day almue

ged me or o a

tie N*"e phsf een et dwe acoom the u th _me timd em tion mtsad e I. stmed- mg/m~~~aid ~ ~ mg/- am ad aid %w

1 1( d4 n. a 0.00-0. 09.7 0 0.015-0O.058 0 0. 045 - 2 Somp. rYkbj 0.005-0.102 0 0.-018-0.073 0 0..039 _ 3 Lihg Chbgo 0.010-0.101 0 0.030-0.085 0 .065 _ 4 Shiici BBMW 0.013-0.086 0 0.023-0.053 0 0 031 _ 5 Jibedi 0.003-0 132 0 0.025-0.059 0 0 041 _

_6 Bau y-0.107 C 0.035-0.085 0 0. 052 -

r 7 HIma zinuaug 0.006-0.089 0 O.023-0.077 0 0.037 -

8 3hbma 0. 025-0.172 5 0.031-0.111 20 0.079 -

9 Cagji 0.007-0.056 0 0.010-0.026 0 0.019 -

1 104 -Jm' 0.007-0Q056 0 0.016-0.041 0 0.025 - 2 SnpiYkidaji 0 004-0.047 0 0.009-0.022 0 0.013 -

! 3 Li_mmh, 0. 001-0Q034 0 0.002-0.018 0 0.009 - a 4 Shibi Bitfw O o-O.03100. 0 0.010-0.028 0 0.014

5 jahei 0.005-0.039 0 0.008-0.031 0 0.014 -

6 Iom 0.005-0.027 0 0.010-0.017 0 0.015 -

r 7 Xbam Y-0. 049 0 0.007-0. 019 0 0.011 - 8 Xhha* 0.012-0.098 0 0.014-0.058 0 0.027 -

- 9 rch ii* _ _J0.050 0 0.005-0.021 0 0.012 -

Note! * the paints in lisk linc

-33- Table3-6-6 The mnitoring results of ISP at eacb spot

am Due om day avera_ fiw da wnne

r _~~l- nqp of rate rmw ratr of u N enn of d of f the Awe r eo dae avw me o. cmt exe4ed e eXc tion sumd ~~tnt exceed ace ed ing/ d io s nd Ir__ X mg/rl ad X uard

1 104 YlIan 0.098-0.e 0 0.131-0.212 0 0.164 -

2 SZ pi5 YISd 0.202-0. 0 0.029-0.143 0 0.091 -

!F 3 Lingehouhu y-Q 407 0 0. 061-0.3Z2 S Q 16S - 4 Shihei BMW y-0. 163 0 0.051-0.110 0 0.075 _

5 & D 7-Q3 0 0. 5-0.114 0 0.063 _

6 atia 178 0-00 0.620-0.083 0 0.00 -0 7 Hnauzhuang 0. 061O- 300 0 0.080-0.21S 0 0 147 _ 8 Xishan 0.212-1 230 5 0. 391-0. 610 100 0 S10 0.7. 9 Ch y-0 74 0 0. D75-0.30W 20 0.196 _

1 104 YiaiL Y00.179 0 0.64-0. 090 0 0.078 -

2 SomiDYidui 0 080-0. 366 0 0.078-0.140 0 0.101 - 3 Lngdwuh Y-0. 1258 0 0. 036-0.158 0 0.136 _ u Shihai BMW 0 .050-0 578 0 0.153-0.394 0 '.267 m_. S _ahezi 0. 093-OL318 0 0.060-0.202 0 0.146 _ e6 Bat6vo 0077-0 .19 0 0.077-0.109 0 0164 r 7 Henanzhumg J-0. 189 0 0.049-0. 136 0 0.097 8 Xishan 0. 032-0. 425 0 0. 064-0. 254 0 0.150 9 Changi Q 064-0. 190 0 0.079-0.110 0 0. 089

-34- Table 3-6-7 The morutoring results of CO at each spot

- - ~~~~~~~~~~fw imam day WZUgP ravedaty 'ajup

_ ge of rat rate of ofnof ti N pbee cm of d* n thr AVW the Celt exceed t exew ae ta tDn*un *taeeed age tim Stew cod cgim' ard '/mA uad tunid

a 104 YiIian 1.00-3.59 0 1.50-2.58 0 2.10 -

z S5mpanYwua 7-4.50 0 1.10-31 O0 2.23 -

W 3 LiUancouhu 2.60-5.15 6 3.03-4.41 20 3.95 -

4 Shhezi BMW 2. 40-5.35 6 2.30-3.97 0 3.13 -

S Jahezi 1. 71-660 0 2.10-3.78 0 3.06 - I _ 6 Ba"mn 0.60-S.40 0 1.S-3.67 0 2.66 -

r 7 Heatadunang 0. 7u-4.25 0 2.19-3.62 0 2. S -

8 XiShan Y-6&35 0 1.60-2.66 0 2. 01 -

9 Cbeg y-5.15 0 1.24-2.23 0 1.73 -

I 104TmIian y-6.35 0 0.21-3.24 0 1.60 - 2 SOmpiY idui 0. 43-5. 17 0 0.89-3.91 0 2.15 -

3 3 LiaW4clahu 1. sR-s. 76 0 2. 19-3.02 0 2.45 -

4 Shihezi BMW y-6.31 0 Q50-105 0 1. l - 5 Jahezi 0.10-3.29 0 0.40-2. 15 0 1.15 -

6 Baftan Y-0. 01 0 Q 11-3.74 0 2. 08 - r 7 Henandu y-S. 35 0 1.50-298 0 1.98 -

8 XiShan 0.21-3.34 0 0.21-3.00 0 2.05 -

9 Chukpi -2. 12 0 0.40-3.25 0 I. -

- 35- Table 3-6-8 The monitonng resu'ts of THC at each spot

one tine ime day wrzae Gjweday vwlue

runw ofl rate of ti N can Ofd o O dt pLabena .cNr the am ire o. cent ed exeed a esc

_rq/M3 _ _d % _ tand % m~~ad

1 10. Yiiin 0. gs-4. C, O 2^-.-Oa5 I. Ss

2. S..p. Y-1SdIQ 1.02-1.45 °rt 1.1 3 Liagho u 1. M-I. 89 0 1.41-1 63 O 1.50 1

i 4 ShuheziBMW 0. 85-1 .73 0 1.05-1.25 0 1.25 -

S jahen- 1.17-2.45 |0 1.47-1.75 0 1.65 -

fr Banan 1.76-5.06 5 L 89-2.52 S Z.1 0.09 2 r 7 Henan hunag 1. 1-1. 0 1941-1.55 0 1.42 -

8 Xashan 1. 2t7-5. 0 0 1.77-2.89 0 2.25 -

9 Chang 1. 13-Z 77 _ 1. S-1. 97 0 1.72 - 1 104 Ylian 0.97-3.19 0 1.Z'-.99 0 1.63 _ 2 Sompnin dui 1.34-1.98 0 1.48-1. 65 0 1.50 _

S 3 Liang chouhu 1.41-2.52 0 1. 58-1. 97 0 1. -_ u 4 Shihezi BMW 1. 12-Z.01 0 1.52-1.76 0 1.67 _ _ _ - _- 5 Jahezi 1. 26-t 77 0 1 54-1.85 0 1.65 m - I e 6 Batuan 1.91-3.72 0 1.01-1.77 0 1.35 - r 7 Hena hunag 1. a-2- 44 0 L 24-1.49 a 1.37 .9. Xishan 1.1-3.67 0 2. 01-2.42 5 2.09 0.05

9 ChaAi 1.17-Z 21 C L 31-1. 78 | 1. -

-36- Tabhe 3-6-9 The Ionitoring results of Pb at each spot

wtaer mnr

rate of t:* ez- fivedaya~ rate of rive day .av- NO. spOt range of acciii tafm Med -ap mail .ag ci mc a-g d DC .. mg/M' sund ,i Votjnmg/10

2.A4X10- 314xO-o o S. I1XI( I * 104lYILan 17XIO-3-3.3XIO. 0 3 LiangXuhuh ;.OXIO-5-6. 8X 10- 0 S. GX 10-5 4. OX 10-' 0 7. I X 10i' 6 BamLn gXiO-5-1.3XI0- 0 'L 3X10-5 G.g9X1O--3.1X O-i 0 9.2X10

7 Hanxaang .6XIO--1. 3XI0 0 |i7.9XO-5 I oXI0- 7 .SXI1 0 1.lxiO-5

-37- Table 3-6-10 The individual pollution index It 11m NOx TSP CO THC

NO. SPOt P. P. P. P P. P. P. P. P. RP P. P.

1 104 Yilian 0. 45 0.29 0. 35 0.55 0.26 0.41 0.52 0.40 0.46 0.79 0.82 0.80 2 Sanpin Yidui 0.39 0.13 0. 26 0. 30 0.34 0. 32 0. 57 0.54 0.56 0.61 0.75 0.68 3 Liangzhouhu 0. 55 0. 09 0. 32 0. 56 0. 45 0. 50 0. 99 0. 61 0. 80 0. 75 0.86 0. 80 4 Shihezi BMW 0.31 0.14 0.23 0. 25 0.89 0. 51 0. 83 0.45 0. 64 0. 63 0.84 0.74 5 Jshizierdui 0.41 0.14 0. 28 0. 21 0.49 0. 35 0.77 0.29 0.53 0.83 0. 83 0. 863 6 Batuan 0.58 0.15 0.28 0. 16 0.35 0. 25 0.67 0. 52 0.60 1.09 0.68 0. 88 7 Henanzhuang 0.37 0.11 0.24 0.49 0.32 0.40 0.71 0.50 0.60 0.71 0.69 0. 70 8 Xishan 0.79 0.27 0.53 1. 70 0.50 1. 10 0.50 0.51 0.50 1. 13 1.05 1.09 9 Changji 0.19 0.12 0.16 0. 65 0.26 0.45 0.43 0.45 0.44 0. 86 0.76 0. 8 -average 0.45 0.15 0.29 0. 67 0.43 0.48 0.62 0. 54' 0.57 0.82 0.80 0. 81

-- 3. 7 Pollution Meteorological Conditon along Alignnment On the basis of meteorlogical data of S years at 6 neteorological station along the highwAy, pollution meteorological data of Urumqi,Changji.Hutubi.Shihezi,Shawan and Kuitun vere calculated. Atmospheric environmental pollution state along thehighway will be forecastid, on the basis of these pollution meteorological data.and forecasted rollution sources of highway. (1)Urumqi a. Wind and wind field characteristics Wind of spring and summer are excessive large in Urumqi ,and most of its direction ore north and northwest. In fall .it is nouthwest wind at most. In winter .It is current to south wind. 4verage wind speed is 2. 2m/s.Still wind frequencs 20%. Days of gale(>17m/s)is 12. 2. Characteristics parameter of wind and wind field in Urumqi see table3-7-1-3-7-4 and Fig 2-7-1. b. Frequence of atmospheric stability The atmospheric stability is an important parameter for study of atmospheric dif.usion process. the rate and the degree of atmospheric pollutants diffusion mainly depend on types of atmospheric stability. Using Parques -Tenel classification, frequency of atmospheric stability of Urumqi were classified and counted,see table3-7-5. (2)Changji a. Wind and wind field Its results see table3-7-6-3-7-8 and Fig 3-7-2. b. Temperature inversion The inversion layer strongly controlles the atmospheric vertical movement,is one of important factors effecting on dilution of atmospheric pollutant ,wbich is unfavourable to diffusion and dilution of atmospheric pollutant and aggravates atmospheric pollution degree. Characteristics of inversion layer in Changj see table3-7-9. c. Frequence of atmospheric stability Its results see table3-7-10. (3)Hutubi a. Wind and wind field Its results see table 3- 7-11-3-7-13 and Fig. 3-7-3. b. Frequence of atmospheric stability Its results see table3-7 --14. (4)Shihezi a. rind and wind field Its results see table 3-7-15-3-7-16 and Fig. 3-7-4. b. Frequence of atmospheric stability Its results see table 3-7-18. (5)Shawan -39- a. Wind and wind field Its results see table 3-7-19-3-7-21and Fig. 3-7-5. b. Frequence of aunaspheric stability. Its results see table 3-7-22. (6)Kuitun a. Wmndand wind field Its results see table3-7-23-3-7-25 and Ftg. 3-7-6. b. Frequence of atnospheric stability Its results see table3-7-26. Table 3-7-1 Mean manafly nd montily wind speed of Urmunqi Meth 1I 2 1 3 _ S11 6_ 7 ! 8 9 1l 11 12 _ear windspeed 1.4 1.5 2.0 2.8 2.9 2.8 2.9 2.6 2.4 2.2 1.8 1.3 2.2

Table3-7-2 Mean anually and qanterly windspeed at differnt wind directiou in Urmnqi aual

direction winter spring suwner Autumn aage

N 2.10 2.62 2.99 2.59 2.59 NNE 2.14 2-.49 2.90 2.32 2.42 NE 1.77 2.14 2 239 2.01 L96 ENE 1.74 _ 2 24 2.23 2.00 1.98 E 1.54 1.85 1.83 2.32 1.82 ESE 1.28 4.22 2_45 3.18 2.67 SE 1.86 4.29 2.40 3.57 2.94 SSE 1.89 2.2 2.29 2.01 2.13 s 1.71 2.19 2.22 1.97 2.04 SSW ? .83 2.54 2.43 2.18 2.41 SW 2.97 2.00 2.54 2.50 - 55 WSW 2.40 2 20 2.83 2.27 2.54 w 2.08 2.81 3.55 2.18 2.75 WNW 2.54 3.32 3.64 3.37 3.40 NW 2.49 3.21 3.53 2.61 3.08 rnNNW 2 51 3.23 3.39 282 3.11 C 0 0o__ o_ _-

- 40 - Table3-7-3 Frequence at different wind dirction of Unnu dLecuoin winter sprng sunmer autumn annual avera N 8'48 9.62 8.97 9.40 9.12 NNE 3.66 3.32 2.61 4.51 3.52 NE 11.14 5.71 2.45 5.33 6.13 ENE 4.77 1.85 2.39 3.02 3.00 E 3.94 1.41 0.98 2.09 2.09 ESE 1.39 0.98 1.09 1.21 1.16 SE 9.37 7.23 6.25 5.55 7.09 SSE 7.76 10.00 15.43 10.27 10.88 S 5.65 5.22 9.18 7.47 6.89 SSW 1.27 1.52 1.52 3.08 1.85 SW 1.83 1.25 1.30 1.21 1.40 WSW 1 0.5S 0.27 1.30 0.82 0. 74 w [ 0.67 0.87 1.58 1.54 1.16 WN4W 1.33 4.29 6.36 2.53 3.64 NW 6.04 17.28 16.79 13.52 13.44 NNW 4.88 16.09 14.95 11.59 11.91 C 27.27 13.1 6.85 16.87 15.96

Tabe3-7-4 The pollution coefrident at different wind drection of Urumqi direction winter spring summer aurumn- annual averag N 4.04 3.67 3.00 3.63 3.52 NNE 1.71 1.33 0.90 1.94 1.45 NE 6.29 2.67 1.07 2.65 3.13 ENE 2 74 0.83 1.07 1.51 1.52 E 2 56 0.76 0.54 0.90 1.15 ESE I 1.09 0.23 0.44 0.38 0.43 SE 5.04 1.69 2. * 1.55 2.41 SSE 4.11 4.55 6 74 5.11 5. 11 S 3.30 -2.38 4.14 3.79 3.38 SSW 0.45 0.6 0.63 1.41 0.77 SW 0.62 0.63 0.51 0.48 0. 55 WSW 0.23 0.12 0.46 0.36 0.29 W 0.32 0.31 0.45 0.71 0.42 WNW 0.52 1.29 1.75 0 75 1.07 NW 2.43 5 38 4 76 5.18 _ 4 36 NNW 1.94 4.98 4.41 4.11 3.83

- 41 - Table3-7-5 Types of atimospbheicstbility of Urumqi(1986-1990)

ypewinter spring sumnrer aunnm average A 1 0.00 0.00 0.27 0.00 0.07 A-B 0.06 1.09 1.90 0.94 1.00 B 4.38 3.21 6.90 3.85 4.59 B-C 0.67 5.27 3.53 4.23 3.44 C9.59 12.48 15.44 9.23 11.69 C-D 0.00 0.71 0.65 0.39 0.44 D 14.08 37.83 40.98 20.88 2B 53 E 30.54 25.98 20.93 31.27 27.15 F 40.69 13.40 9.40 29.23 23.10

TaMe3-7-6 Me n annMullyand qunrerly wind speed at different direction of Changji

annual direction winter spring summner autumn ______average N 1.66 2.15 2.73 2.21 2.28 NNE 1 67 2 33 2.52 2.04 2.21 NE 1.58 2.6 2.54 2.'9 2.33 ENE 1.71 2.72 2.58 1. )7 2.28 E 1.48 2.5 2.51 2.18 2.17 ESE 1.51 2.47 2.23 1.96 1.98 SE 1.44 2.13 1.97 1.72 1.77 SSE 1.27 2.75 2.46 1.97 2.18 S 1.23 1.42 1.85 2.04 1.64 SSW 1.11 1.73 1.9 1.67 1.63 SW 1.52 2.25 2.29 1.88 2.03 WSW 1.43 2 04 2.37 1.78 1.93 W 1.36 2.47 2.48 2.04 2.07 [ WNW 1.49 2.77 3.61 2.63 2.67 NW 1.67 3.08 3.57 2.78 2.84 . W 1.71 -2.91 3.27 2.24 1 2.61 C 0 0 0 O O

- 42 - TabIe3-7--7 Frequence at different wind direction of Changji direction winter spnng Tsummr autumm muaJ average N 1.61 4.35 4.4 5.38 3.94 NME 1.16 4.35 3.04 4.51 3.27 NE 2.88 6.52 5.43 5.27 5.04 ENE 3:49 5.11 4.62 5.38 4.65 E 4.38 5 ?.91 4.4 4.42 ESE 5.32 3.37 3.48 4. 95 4.27 SE 3.44 2.55 1. S8 1.98 2.Z8 SSE 0.83 1.3 1.3 1.59 1.26 S 1.22 '1.41 1.09 1.43 1.29 SSW 2.05 2.17 2.66 2.47 2 34 SW 14.47 16.25 21.68 1S.71 17.05 WSW 12.2 12.01 14.29 11.7 12.57 W 5.54 4.4 S. 54 3.68 4.79 WNW 2.94 3.75 3 32 3.08 3.27 NW 1 6.37 _ 7.93 7.77 3.52 6.41 NNW 7.54 10.43 j 9.02 6.54 8.39 C 24.56 9.02 6.85 18.41 14.65 Table3-7-8 The pollution coefrwieut at different wind direction of Cbanzji direction winter sqring sumner autumn annual average N 0. 97 2.02 1.61 2.43 i.73 NNE 0.69 1.87 1.21 Z.21 1.48 NE 1.82 2 51 2.14 2 41 2.16 ElNE 2.04 1.88 1.79 2.73 2.04 E 2. 96 2.00 1.56 2.02 2.04 ESE 3.52 1.36 1.56 2.53 2.16 SE 2 39 _ 1 20 0.80 1.15 1 34 SSE 1.85 1.25 1.40 1.48 1.44 S 0.99 0.99 0.59 0.70 0.79 SSW 1.85 1.25 1.40 1.48 1.44 SW 9.52 7.22 9.47 8.36 8.40 WSW 8 53 5.92 6.03 6.57 6.51 W 4.07 1.78 2.23 1.80 2.31 WNW 1.97 1 35 0.92 1.17 1.22 NW 3.81 2.57 2.18 1.27 2.26 NW 4.41 3 58 2.76 Z.92 3.21

- 43 - Table3-7-9 Teunperatm Inversiom layer of Chagji (1961-1970)

- Ja];rt]n. Apr. July Oct. whole year

Frequence 95. 3 41. 5 38.3 57. 1 60. 9

average height(m) 898 148 104. c 285. 5 381. 5

intensity 1. 1 0. 57 0. 54 0. 71 0.71 Table3-7-10 Types of atmwsphericstability of Changji

type winpter sprig snumer autum average A 0.00 0.22 1.58 0.00 0.45 A-B 0.67 2.61 3.75 1. 81 2.22 B 7.43 6.25 9.35 5.66 7.18 B-C 0.22 5.27 3.53 4.73 3.45 C 6.77 8. 48 10.98 6.21 7.87 C-D 0.00 0. 93 0.49 0. 77 0.55 D 13.08 36 30 37.72 16.09 25.89 E 34.59 27.56 24.24 45.79 29. 70 F 38.25 12.39 8.37 32.20 22. 70

Table3-7-11 Mean anally and quartey wind speed at different direction of Hutubi

direction winter spring summer atunmn aunual averag N 1.67 2 24 2.37 2. 19 2. 21

NE 1-R6 2- 73 2 2-42 4 EN5F 00 12- 7fi q w = -7 - = 30 59 ' ;- PS F 7Z1 . 6ifi 27.S5? 65 -5 Z S SE §2 7- 47 2- 77 ng 2-IA

s - 2.3 27.71 _ _3.10- . LW 3- 30 => 364 -- y ~~~~~7-U1VS 1 X77 3- 3.40-3 __W7 47 3- SO 4- fI ?- 9g WN I a 4- 13 4- 41 3-44 3- 74 NN I44S

; _ ~~~~44- Table3-7-12 Frequence at different wind direction of Hutubi

direction winter spring summer auNmnr unual average N 2._33 5._11 6. 96 5.27 4.93 NNE ______1._44 3._37 3. 32 2.42 2.64 NE ___1. 55 4._62 _ 4.84 3.74 ENE ~ 1. so 3. 59 1. 90 4. 73 2. 93 E 2.94 4 95 3.70 6.92. 4.63 ESE 7. 10 5.11 4.18 5.55 5.48 SE 6.54 _4.18 _ 3.97 5.71 5.09 SSE 4.16 3.80 3. 26 3.52 3.68 S S._71 3.97 554 4.73 4.98 SSW 7.32 10.87 13.75 10.77 10.69 SW 11.64 9.24 11.85 9.89 10.65 WSW 8.98 6.85 5.82 5.05 6.67 ___ 10.81 9.67 11.68 9.73 10.47 WNW __ 7. 1.I ILSu30 9.08 5.88 8.38 NW 6.43 S. 49 _ 1 5.71 4.84 5.61 NNW__ 3.27 4.95 1 4.18 3.30 3.93 C II. 09 2.93 - 1J.20 ,1 6.87 5.49

Table3-7-13 'De pollution coefricient at different wind direction of Hutubi

direction wnnter spring sunmner autumn aunual average N 1.40 2.28 2.94 2.41 2.23 NNE 0.94 1.35 1.47 1.08 1.18 NTE 0.83 1.69 1. 61 2.00 1.52 ENE 0.75 1. 23 0.69 1.76 1.09 E 1.27 1.53 1.22 2.67 1.65 ESE 3 21 1 92 1. 58 2.09 2.18 SE 2.95 1.69 1.43 2. 73 2.18 SSE 1.66 1.34 1.28 1.50 1.44 S 2.56 1.46 1.79 2.00 1.92 SSW 3.06 3.29 3.87 4.08 3.49 SW 5 24 2.92 3.39 4.23 3 78 WSW 4.45 2.39 1.71 2. 17 2.57 W 4.38 2.62 2.86 3.27 3.15 WNW 2.90 2.74 2 06 1.71 2.24 NW 3.14 1. 91 1.70 1.91 2.09 NNWW 1.95 1. 67 1.56 1.39 1.57

-45- rable3-7-14 Types of atmospheric stability of Hutubi

type winter spring S3nier autumn average A 0.00 0.44 2.34 0.00 0 69 A-B 0.83 3.59 4.78 3.96 3.30 B 9.31 8.81 13.04 7.53 9.68 B-C 0.22 3.32 2.23 2.64 2.11 C 4.05 8.43 9.78 5.06 6.85 C-D 0.00 0.44 0.22 0.11 0.19 D 22.84 32.01 29.24 13.29 21.77 E 35.86 28.48 _ 24.57 33.35 30.53 F 37.47 14.51 13.81 1 34.07 24.88

Table3-7-15 Mean annually and quarterly wind speed- at defferent wind diertion of Shibezi

direction winter spring summer autummn aunual average N 1.57 2.05 2.20 1.82 2.00 NN1E 1.55 2.06 2.06 1.92 1.97 NE 1.68 2.03 2.02 1.76 1 .88 ENE 1.78 2.41 2.16 2.05 2.14 E 2.15 2.76 2.16 2.25 2.40 ESE Z.08 2.45 2.21 2.28 2.30 SE- 1.55 1.70 1.92 2.05 1.84 SSE 1.5 1.59 1.79 1.61 1.67 S 1.32 1.63 1.78 1.56 1.62 SSW 1.39 1.64 1.89 1.60 1.67 SW 1.49 2 10 2 06 1.75 1.91 WSW 1.79 2 .20 2 07 1.91 2.04 W 1.81 3.05 2.71 2.72 2.64 W

46 - Table3-7-16 Frequence different wind direction of Shihez

direction winter spring summer autumn unual averag N 2.33 3.53 6.09 2.42 3.60 NNE 1.22 0.00 3.37 2.69 2.74 NE 3.82 5.11 4.57 5.05 4.64 ENE 2.00 4.13 3.04 4. 78 3.49 E 3.66 7.99 3.32 7.97 5.74 ESE 1.39 3.37 1.58 2.20 2.14 SE 0.61 1.63 2.07 1. 21 1.38 SSE 1.22 4.08 5.82 2.09 3.31 S 4.10 5.65 8.59 6.81 6.30 SSW 3.38 3.15 5.16 2.86 3.64 .SW 3.71 5.22 5.92 2.64 4.38 WSW 3.44 5.82 6.36 2.47 4.53 W 4.49 7.12 4.62 4.84 5.27 WNW 4.10 4.08 3.37 2.80 3.59 NW 2.94 3.59 4.73 2.31 3.40 NNW 1.88 3.21 2.12 1.81 2.26 C 55.71 28 7 29 29 45.05 39. 59 Table3-7-17 The pollution coefficient at different ,wind direction of Shikezi

direction winter spring sunmer autumn aunual averag N 1.48 1.72 2. 77 1.33 1.80 NNE 0.79 1.77 1.64 1.40 1.39 NE 2.27 2.52 2.26 2.87 2.47 ENE 1.12 1.71 1.41 2.33 1.63 E 1.70 2.89 1.54 3.54 2.39 ESE _ 0.67 1.38 0.71 0.96 0.93 SE 0.39 0. 96 1.08 0.59 0.75 SSE 0. 81 2.57 3.25 1. 30 1.98 S 1-.11 3.47 4.83 4.37 3.89 SSW Z. "3 1.92 2.73 1. 79 2.18 SW 2.49 2.49 _ 2.87 1.51 2.29 WSW 1 92 2.65 3.07 1.29 2.22 W 2.48 2.33 1 70 1. 78 2.00 WNW 2.27 1.40 1.09 1.18 1.42 NW 2.00 - 1.62 2.31 1.16 1.73 NNW 1. 28 _ 2.02 1.09 1.05 1.35

- 47 - Table3-7-18 Types ot atmospherc stability of Shihezi

type winter spring |sunmer autumn average A 0.00 0.11 2.28 0.00 0.61 A-B 0.28 3.48 3.75 3.08 2.66 B 6.27 7.99 11.58 7.20 8.Zi B-C 0.50 2.66 2.94 3.08 2.30 C 4.49 10.38 12.01 4.56 7.89 C-D 0.00 0.54 0.16 0.11 0.21 D 18.68 37.18 37 99 18.83 2&25 E36.75 27.12 21.42 35.64 30.20 F 33.04 10.55 7.88 27.42 19.63

Table3-7-19 Mean annually and quarterly wind speed at different wind direction of shawan

direction winter spring sumnmer autumin annual average N. 1.33 2.41 Z.34 1.63 2.10 1NNE 1.56 2.1 2 1.91 1 97 NE 1.42 2.25 2.22 1. 78 2 01 ENE 1.55 2.84 2 .69 2.50 2.60 E' 1.65 2.77 -2.44 2.48 2.41 ESE 1. 74 2.48 2.19 2.20 2.18 SE 1.68 2.39 ? 37 1.89 2.10 SSE 1.58 2.38 3.18 2 68 2 50 S 1.62 2.07 2.36 1.93 2.08 SSW 1.57 2.49 2.75 2.16 2.40 SW 1.92 2 20 2.39 1.98 2.09 WSW 1.75 2.28 2.75 1.87 2.27 W 2.49 4.46 3.78 3.57 3.67 WNW 2.41 3.57 3.52 2.93 3.13 NW 1.89 2.90 2.71 2.31 2.45 N!NW 1.81 2.25 2.63 2.20 2.24 i o_ -O0 0 0 0 0

- 48 - Table3-7-20 Frequence at different wind direction of Sbawa

direction winter spring summer autumn annual average N 0.50 1.58 2.07 1.32 1.37 NNE 1.00 3.15 3.26 1.92 2.34 NE 2.00 3.97 4.62 3.57 3. 55 ENE 2.11 9.24 7.45 7.47 6.59 E 666 4.40 S. 38 4.34 4.20 ESE 2.38 3.32 2.88 2.20 2.70 SE 1.22 1.52 1.03 0.99 1.19 SSE 1.44 1.41 1.85 1.04 1.44 S 2.05 3.04 4.95 3.02 3.27 SSW 12. 42 17.83 20. 65 15.88 16. 72 SW 14.75 8.26 7.45 6.98 9.34 WSW 3.05 4.89 4.84 2.14 3.74 W 5.21 7.28 8.53 5.33 6.60 WNW 7.65 9.18 7.01 6.81 7.67 NW 4.88 4. 67 4.46 3.41 4.35 NNW 2.00 2.61 2.34 1.65 2.15 C 34.70 13. 64 11.25 31.92 22. 8

Tablc3-7-21 Ihe pollution coefficient at different wind direction of Shawvn

direction winter spring sununer autumn annualaverage N 0.38 0.66 0.88 0.81 0.65 NNE 0.64 1.50 1.63 1.01 1.19 NE 1.41 1.76 2.08 2.01 1.77 ENE 1.36 3.25 2.77 2.99 2.53 E 1.61 1.59 2.20 1.75 1.74 ESE 1.37 1.34 1.32 1.00 1.24 SE 0.73 0.64 0.43 0.52 0.57 SSE 0.91 0.59 0.58 0.39 0.58 S 1.27 1.47 2.10 1.56 1.57 5SW 6.30 7.16 7.51 7.35 6.97 SW 7.68 3.75 3.12 3.53 4.47 WSW 1.74 2.14 1.76 1.14 1.65 W 2.09 1.63 2.26 1.48 1.80 WNW 3.17 2.57 1.99 2.32 2.45 NW 2.58 1.61 1.65 1.48 1.78 NNW 1.10 I 1.16 _ 0.89 0. 75 0.96 C I1 _ _ _ _ _4

- 49 - T:ble3-7-22 Types 'if atm'spheric stability of Shaw=

type winter spring summer at, iml! average A 0.00 0.16 1.74 0.00 0. 8 A-B 0.83 2.23 3.32 2.75 2.29 B 7.21 6.47 10.27 5.66 7.41 B-C 0.25 3.53 3.09 3.30 2.55 C 4.71 10.27 10.76 5.06 7.72 C-D 0.00 0.65 0.54 1.05 0.56 D 17.24 41. 20 . 35.35 i9.45 29.39 E 35.81 26.47 + 22.61 32.81 29.38 F 33.98 _ 9.02 1 8.32 29.95 20.22

i.:;_ -7-23 Meun annual!7 dndquarterly wind speed at di;'ere; . wimddirection of Kuitun

direction winter spring summer autumn annualaverage N 1.60 '. 5 916 1.86 _ .96 NNE 1.67 _. 2.10 1.81 1.95 NE 1.49 2.39 t 2.18 . 2.00 2.06 ENE 1.64 2.30 2._42 | 2.07 2.13 E 1.83 2.21 2.22 2.16 2.14 SE 1.37 1.87 2 00 1. 84 SSE 1.83 2.20 2.37 _ 2 2.13 S 1.81 Z 16 2.60 2.02 2.14 SSW 2.29 2 61 2.99 2.46 2.65 SW 2.36 2.90 2.89 2. 41 2.71 WSW _ 2.52 3.79 3.82 3.33 3.42 W 2.44 3.21 _.30 2.43 2.99 WNW 1.76 3.02 2 96 2. 27 2.60 NW 1.81 2.22 2.44 2.04 2.14 NNW 1.65 1. 90 2 -3 1.83 1.89 C Oj 0 0 _____I

-SO- TaL:e3-. /-24 F. eq ienceof dift 'rtntuind direction of Kuitun direction winter spring summer autumn annualaverag l _~~- ._. I N 2.33 1.02 6.03 3. 9t 4.08 NNE 1.50 2.93 4. 18 2.36 275 NE _ 4.32 6. 09 b. 05 4.29 4.94 EAE 2.61 4.13 2.34 2.47 2.x) E 2.00 . 3 3.26 2.69 I3.: ESE 1.00 2. 72 1.79 1.04 1 ':._

SE 1.83 _ . ;,7 2. hfi 1.10 _____ SSE 4.60 5.87 6.85 6.59 . !%__ S 9.42 9.%O 8.70 10.38 9.4- SSW 5.3F 8. 21 10.27 6.48 7. SW 4.43 '.39 6.41 3.24 4 .3. WSW 5.71 7.93 6.52 6.32 6.63 W _ 4.88 7.23 6.41 5.38 5. 98

__W_ 2.33 3.15 4.18 2.69 3. 09 NW . 5.38 4..35 3.79 4. e27 NNW 1.44 2.12 3.37 2.53 J ; -C I 42.07 16.63 17.61 34 73 27.57 Table3-7-25 The pollution coefficient at different w.n direction of Kuitun

di-ection ivnnter sprinn summer autumn annual avera N 1.46 2.06 2.79 2.10 2.08 NNE 0.90 1. 49 1. 99 1.30 1.41 NE o.90 2.55 2.32 2.15 2.40 ENE 1.59 1.80 0.97 1.Ju 1 36 E 1.09 2.14 1.47 1.25 1.49 ESE 0.62 1.21 0.68 0.37 0.70

_____SE__ 1.10 1 it 1.33 0.67 1.04 SS 2. 35 2. 67 2. 89 3. 26 2. 81 S 'IO_ 4.35 3 .35 5 14 4.43 SSW Z. 35 3. 15 | 3. 43 2. 63 | 2. 87i SW T .88 2.a5 2.22 1.34 T 1.99 1 WSW 2_.20 _7 2.__9 21.8 1.90 1_ _94 W 2.00 2.2' 1.94 1.90 2.00 WNW 1.32 1.Cu' 1.41 1.19 1.19 NW ?. 30 2.42 1. 73 1.86 2.07

NIW W 0.7V 1.12 __ 1._66 1.38 1.25

- 51 Table3-7-26 Tyeps or atnmospheric stability of Kuitum( 1986-1990 fF)

type winter spring sunmner autumn average

A 0.00 0.33 3.10 0.00 0.86

A-B 0.28 6.13 5.27 4. 01 3.93

B 11.97 9.51 13.59 8.13 10.80

B-C 0.56 7.18 3.53 3.63 3.74

C 8.93 3.69 9.84 4.39 6.71

C:--:C 0.00 0.93 C. 27 0.22 0.36

D 15. 52 24.02 29. 6Q 24.51 24.76

E 9.09 25.17 25.27 18.68 19.61 F 53. 66 T 17.93 9. 51 36.43 29.24

:_ 52 _ N N

spring

w E W

w E

N ~~~~Cf15.96 :N

E WE

C.- 5 SAS c: 16.87

Fig. 3-7--1 Meai annually and quarterly wind frequency rose in Uk umqi

-53- .'1 N

W E WL E

X S~~~a S

E X C6J5 s~~~~~~~~~

N ~~c:X4.65 N

S.~~~~

Fig. 3-7-2 Mean snuaIIy and qarterl;{ wind frequencyr rae in Changjj

- 54 - !

N . N

w E W E

C:11.09 . 93

W E

S N C:S.49 N

|w W w E

S S8

Fig. 3-7-3 Mean annually and quarterly wind frequency rose in Hutubi

-55 - N N

W W E W E

~~ScM:!.71S S N

w E

S c M59N N

W E W E

S S

Fig. 3-7-4 Mean annually and quarterly wind frequency rose in Shihezi

-56 - iN9 N

C:3. a C.13.64 S ~~~~N

WE WXE

c :28 N

W W E W E

c:112 c-.31.92 -, S

Fig. 3-7-5 Mceanannually and quarterly wind frequency rose in Shawan

-57 - N

C: 77.61 ~~~~~~~~~~~~~~c:1.73

W E W E

Fjig. 3-7-6 Mean annanSy and quarterlywind frequency, rose in kcuitun

-58 - Chapter 4 Forecast of Environmental Impact and Mitigation Measures

4.1 Discermmentand Screening of Enviroomental Factors

4.1.1 Characteristics of Environmental Impact Caused by IiBghwayProject Environmental impacts caused by highway project are in many ways. The basic impacts are those to atmospheric quality, acoustic environment, wildlives. social economv. land utilization. agriculture and animal husbandary, meanwhile, the highway projec: can also induce changes of some other environmental factrs. (1)Atomospheric quality It includes traffic volume, exhausted gae from motor vehicle and dust by highway construction. (Z)Noise: The impact includes the disturbance to sensitive areas such as residential areas, hospitals, schools, cultural and educational institutions, offices and public places of entertainment, ect. (3)Range vegetation: Some range vegetation is directly occupied by highway and tram- pled during construction. ( O)Agriculture and animal husbandry production: The highway construction directly occupies some cultivated land, range and forest bet, which adversely affect the agriculture and animal husbandqy production. The highway can affect the migration of livestocks tu some extent. The exhaused gas of automobiles can affect the quality and yield of crops in the area near the highway. (S)lrrigation svstems: The operation of some irrigation systens may be affected if they are not take into account in design phase of the highway when it cut across the irrigation sVs- terns. (6)Evironznentci aesthetics: The field vision will be hindered; The high slope. high bridge and expressway will destroy some natural soenery of the district but will add some new manu-made architectural scenery. (7)Social activities, conditions of work and study: After the Construction of the highway. the forma living, work and amusemnt dstricts will be seperated so that people's social activities- amusement and studv conditions will be affected. The obvious effect is that involved in resetdement which will change the wav of life and work. 4.1. 2 Screening of Environmewnal Impact Factors

-59 - Main factors of enviromnent impact of U-K highway are screened by Delphi Merhod, on the basis of investigation of environmental condiuon along the route. reference to the trainig material on EIA nf project assisted technically by the Exploitation Bank of Asia. (I)Principle of selecring exper s (DRepresentativitv Twenty -eight exper. ',e e choosen in all wtose specialties cover twenty scientific fields such as ecology, cco-an- '-onmental monitoring, environmental geography. economic geography, environmental chtmniscry, zoology, botany, agronomy, agricultural division, meteorology, hvdrology, hvdraulic engineering, natural geography, EIA management, natural protection, grassland protection, highway engineering and highway management, ect. ©)Authoritauiveness Choosen experts are from different departrmentsand are personnel in a specific field. Se- nior technical post cover 80% arong them, who participate in reiew of EIA reports in Xin- jiang many times, and are engaged specifically in EIA and its maragement with plentiful ex- periences and relatively high research level. -Fam.lianty Experts were acquainted with er'vironment along the alignment and show up once in worksite at lest. Some expel ts -vent in for various scientific investigations and researches in areas. 4.1.3 Method of Initial Assessment 20 likely enviromnental impact factrs were selected - and arranged it in tables to consulted experts. The effecting degree of every parameter is ascextairna, according to the effecting ex- rend, intensitr and time of environmental factors in evaluation area, present environmental value along lute and the reality to miitgace the adverse effects. The project construction will result in effect or no effect on the en-vronment of evaluated area. Degree of the integral effect (including beneficialand adverse effect) was divided into slight, small, medium and mighty effect. Each effecting degree is quantitatively conducted into 1, 3, 5, 7, to be appropriate t calculaton, "+ refers tO beneficial effect, -a refersto adverseeffect. N (Wrefers to no effect. See table 4-1-1. Tab. 4-1-1 Quantitative grades of epvactl ip degree impact degree no effect slight effect small effect Imediumeffect mightyeffect quantitative grades 0 ±1 3 ±5 +7

Screening of environmental parameters The estimate value is selected primarily, after even value of quantitative estimated values of every factorsof effects on this project plus or subtract standard deviation, after the es- -60- timate values arc evened within extent of preliminary selection . the initial evaluation values of effecting degree are calculated with formula below: Y,=mnin(E,-X) Where: Yi,-refers to grade j affecting degree of parameter i EJ-refers to quantitative value of grade j X -mean estimation value for parameter i after initial selection. Result of initial environment assessment Expert's assessment results of the project's impact on environment are see in table 4-1 -2. Tab. 4-1-2 Main envirownental impdcts of U-K highway project NO. environmental parameter integrel effecting degree I surface water quality -1 2 air quality -1 3 seism geology -1 4 soil erosion -1 S land quality 0 6 farmland irrigation system -3 7 forest -1 8 terrestrial vwildanirnal -1 9 ra.e and husbandry -3 10 rare species 0 11 noise -5 12 land utilization -3 13 crops -3 14 industry +17 15 resettlement -3 16 cultural relic and histot:c site -1 17 public health -1 18 social economy +7 19 leak of dangerous goods -1 20 tourism |_ +5

- 61 - It can be seen from this tab!e that the project result ir mightily beneficialeffect on social economy and industry; medium advers effect on acoustic environment; medium beneficiai effect on tourism along line: slight. small advers effect on the other; bardly effect on cultural relics. rare species and land quality. Therefore. the acoustic environmnentand eco-environment are the basic assessment foctors in th;s EIA.

4.2 Analysis on eco-environment impact

4.2. 1 Ecoenvironment Impact Assessment During Construction Period 4. 2.1.1 Impact upon range vegetation Filling and digging in a project seize and destroy grassland and farmland. There two side: (1)permanent seizing because of highways, which is irreversible: It changes the land's usage. itfrom land for agriculture and animal husbandry to that for pernanent highways. (2)temporary destroy: Machines and workers under construction ruin the earth, which is temporary. As time goes on some certain rneasures are taken. It will be as it was before. That's reversible. It doesn't cl-ange the usage of land. Sometimes the influence is serious though it is temporary. So cautions must be taken. If not. it would make greater loss to the environment. See table 4-2-1, the cubic metre of earth and stone. Tab. 4-2-1 U-I bigbway cubic metre of eart and stone.

Sectiop Wulapo- Xishan- Xizhan- Shihezi- Shangshahe- Xishan Xizhan Shihezi Kuitun Xizhan

roadbed earth and storie Cm) 728.956 1,275,917 13.687.759 9.888,553 2.415,870

The seized grassland in the piuject, see table 4-2-2. Tab. 4-2-2 TMe a of occupied grasshlnd (u)

"adkmi sty (9o0+006 (K17+7S0 (K29+600 (1(48+500 Toa -117+750) -1(27+000) -;1(14+5S0) -1K5+950)

high my 35201.76 2600.13 74303.74 .108= 16 _ 4Z4187.70

5E6C9.60 C 3600. a - - 54671.409

bmow sm 14267.33 15W. 45 C7M88. 61 =03-735 - Sl9152 79 Jlim In734.19i - 604302 77537.2: voi 1612527393 54269.33 3.lS36. 35 590229.0SIL40 1 .02 11133310

4. 2 2 Analysis upon Agritulture Animal and Husbandry Under Constructin

-62 - Tab. 4-2-3 farmuland occupation of U-; hgbway unitt hectare land style farming land Vegetable first garden forest area 754. 6 19.27 9.06 16.8

Known from table 4-2-2 and 4-2-3. U-K highway occupies 754hectares farming land -58Y%of the total used land: seizes grass land 118. 3 hectares-9 % of the toual used land: uses 19 hectares vegetable field--1. 5 % of the total. The farming land to the east of Hutubi is less than that to the west for each. So the project influence upon agricultural prodution is greater to the east section of Flutubi. Neverther- less. owing to the larger farrning land for each in Xinjiang, the influence will be smaller. T'he seized 118. 3 hectares grassiand and the decreased amount of feeding cattles-- about 300 sheep unit, are too small to compa-e with the amount of ilve stock on hand in the same area. From the above. it is known that the production withini the area under construction vwon't be aff-cted. 4. 2.3 The Influence upon Forest Belt The highwav rakes up less forest land, 16. 8 hectares in all, concentrated in Xizhan - Kuitun section. Xizhan-Shihezi are 18267.58 square metres; Shihezi-Kuitun are 4266.88 squere metres; and 866. 71 square metres of nursery for young plants in Shangshahe - Xizhann joint lin-. The rest are scattered trees. 283337 trees will be cut down along the whole line. See table 4-2-4. Tab. 4-2-4 Treescut along the line unit:number

style Wulabi- Xisham- Xizhan- Shihui- Shanhahe- totl Xishan XMVh-o Shahzi kcuiun Xirba

under 01Ocm 536 849 79622 41400 37650 160057

over DIOcm 494 771 74815 39200 2500 117730

fruit tree - 600 _ 4900 - 5500

tocal 1030 2220 154437 85500 40150 283337

Known from t. le 4-2-4. the project will directly cut 283337 tress. There are 16005 young trees under '10cm- 4.2 4 Impact of Soil Erosion Under Construction. The soil erosion nainly happens in the lower hills of the section passing Urumqi. Tshe

- 63- section is 800-1000 metres above sea level and its relative height is 50-100 metres. Its surface rock is seriously weathered and its terrain is cut great;y. i% great amount of digging, filling and throwing away ruins the natural soil structure. The surface soil ow itronger c pacity against corrosion is a little in the proportion of earth and stcne. Digged and filled earth with loos.. s:ructure contains little organic matter. So its caDac.ty a'ainst corrosion turns fe-ble. A. man -made terrian will grea4ly affect the Ic of vrace: and earth. In most cases, the .de is 1 15 and the high-piled section n.*q 20 metre. or so. Tne terrain of obta;, dnd throwing earth is neither flat nor tidy. brid'ts and eltvatecl con- structions will aiso need filling or digging. Then comes the hidden factors of water ani e-rth loss. 1) Assessment model of soil erosion The loss in a project is commnentedby American Universal Soil Loss Equation (USLE) *.hicn .s proposed according to the exarnination over about 10.000 certain areas for 40 yearr by American Ministry Water--Earth Keeping Bureau. Below is the formala: A=R*K*L *S *C*P where: A-quantity of soil erosion per unit area in a certain rainfall period. unit: t/ha.a R-erosion factor K-Soil crode-abilitv factor L-Slope length factor S-gradient factor C-covering and management [actor P-Keeping method factor Americar. Agricultural Ministry savs the equation is for forecasting the soil erosion per year under certain conditions, so as to provide basis for soil protection plan. Later, it has been proved that it can be used in a biggxr construction. e. g. highway and so on. This report does a further revision to the equation by using the study rneterials of Na- tional Environmental Protection Bureau. South China Environmental Science Research Insti- tute. The section passing Urumqi is located to the west of the city. Because it is lack of de- tails about amount and hevtness, the rain amount of corrosion once can't be commented. And it's hard to calculated R factor, so we choose the following experienced formula bv South China Environmenml Science Research Institute. R= i 1- 735X 10X5"VVPn i-l where: i=month number Pi =average rain amount per month for years (mm) P=average rain amount per v-ar for years (mm) The rainfall reference is from the monitoring referene of 15 years (1976-1990) of U-

-64- rumq;. This comment selectt 3 speicial Working point (filled roadbed. half filled and half digRed bed, digged bed) 2) Assessment res'ilt OlDynarmicchange of soil erosion Knowt, in USLE- R. K. L. S four factors are the main ones of soil erosion and the important reasons of soil erosion under construction. Ra;ntime distribution decides the time of soil erosion. According to the rain reference for years in Urumqi region, rainfall is not bal- anced in a year. It rains most at the beginning of Summer and at the and of autumn. The makimum rain is in 5 months: June(42. 5mm). May(31. 9mm),April(33. n1mm),September (31. 5mm) and October(27.'8mm). The total amrunt in the five months makes up 61.5Y of chev.iole year amount. Its R Value amounts to 87% of the total R Value in the whole year. Therefore, the time of soil loss in Urumqi Section basically happens in June, May, April, September, October. That's the key d5me. Besides, rainfall greatness affects R Value a lot. The greater it rains in a unit time, the more ser; s the so;l erosion is. AccordJingto monitoring reference the mraximumdaily rainfall in Urunqi is 57. 7mm, happening in June. making up 20. 90S%of the average rainfall and 12.8% of R Value in a year. So summer should be the important period for protection. ©Condition of soil erosion Tab. 4-2-5 Soil Erosion in tbe Section Passing Urumqi l-wth Surfc sod suraceSod Slopelom Sle [Ws WorkingPo nr lassgpeaun tow lss total (ma - a) (via) /ha aa) (W/a)

frled roadbed 22 0.0178 0.9632 5.6610 523.0790 diged radbed3.8 0.0054 0.0505 4.793D 24.S277 bail filled mi h!f11w and 3.2 0.0043 :a 0337 4.3855 23.9060 !aldfdged Noges:(l)Slope conrais slop top. ilatfo,m draiLae canal.()alculated underthe maumumdesign vlue a. Under construction the total amouzz:ef *c! erosion on the roadface is 1. 0474tJa, the strength is a little. (<5t/ha. a) b. The slope soil erosion is 571. 5127t/a. the loss strength of digged road bed is a little (5- Z5t/ha. a). The rests are little. Slope erosion is much greater than that of the roadface. c. The first biggest affect of soil erosion is on high filed roadbed, then comes the second digged roadbed and half digged, half filled roadbed. On the whole c3mpared with the South China, the loss is less. ®MEnvironmertprotection measures By the above analysis we know that the loss in tile whole area is less, but it does exist. From the equation A=R K. L S. P. C, the main factors of soil erosion are R K. L S. three factors. So construttion unit should pay affention to the following;

-65- a)Avoid construction in raiu' season b)Since the surface eardi contains higher amnountof organic matters and ta:. ri. factor value is lower than that of t} e beneath strataum. its capacity against erosion is greater. In the process of filling. the surnace earth should be riUedback on the roadbed surfaceas much as possible. esp. in high liUld section. c) LS value affects much to tne erosion amount. Besides reasonable construction and, keeping from filling and digging in rainy season. working way should be noted. Gatheriag earth by way of step flafoi m should be taken. Stop free gathering along slope. d)Wben s:opeside is m=deof broken rock or with higher height. try to take the method of laving schist so as to dec-ease --he loss. . 4. 2. 5 lnfluencc ur i*urface Water and Man-made Channel System Under Construc- tion. 4. 2. 5. 1 Influence upon Surface water (1 LoadALgand unlo.ding materials causes powder at.' .st which fall into water on tht ground . increasing the total arlosmt of flJating substances and PH value. (2)1 leaking-oil in a mnachinetrouble and dirty water caused by brushing a mnachinego into the ground water. iS and oil -containing will be rising. Q®fwaste water with pitch in the surfare runoff goes into ground water, it will affect the index of the water whose SS. oill -containing amount will rise. @11a health equipment in a termporary living place is not good enough. drained waste water and soild xastes in life come into the water. there will be an ..icreasing of plankton. nitrogen . phosphor-s . bacteriur. . colon bacillus in the water with sodium. (5)Design savs the draft highwav has. big bridges over water. 5 mniddleand 54 small. There will be one bridge every 3. 94 kilometres long. Bridge construction may result in river's pollution. Workirngin the seasor. wvithoutwater can hardly affect rivers, if not. rivers will be made dirtv owing to the following causes: Building materials by rivers will drop into the water; the sand and mud on .iver beds will be made to float; drained water with a great amount of sand may temporarilv increase the sand amount in lower section of the bridge. The above gridges are contributed in the section-from Toutunhe to Kuitun. 100 of the hig bridges. 80%of ete middle. 81. 4% of the small are all here in the dense water system section. The large bri.1ges (71. 4%) are crowde.i in Changji-Shihezi section. So the influence lies mainlv in Toutuihe-Shiaezi section. sLcondarily. Shihezi-Anjihai section. 4. 2. 5. 2 Upon man-made channel system (¢Changing channels Building up highway may paidy change the original irrigation system in the occupied field ard the field net pattern. it's no doubt there will be surelv affect the agricultural production. The changing on the channces. ^ ^ rutting to the field mav affect that season's production. The highway's main line changes 35 channels. total length of 5110 metres. The shortest

- 66 - channel is 30 metres long and the longest re'aches 500 metres. The average length is 146 metres per channel. Most of them are in Xishan-Xizhann Toutunhe river. CQuergouriver . Taxi river. Manas river to Jingou river and Zh46ngqiao.Kuitun. Between the east to Kaziwan (1K162)and Kuitun service (1K243), there are no Changed channels. In Shangshahe-Xizhan joint section there're 8 changed channels of 1700 metres long. The shorest is l00 metres long and the longest is 350 metros long. the average length is 212. 5 metres long. The degrees is greater than the main line. existing influence on the production in some parts. QUpon culverts If the sand, and mud on the ends of a culvert can be thrown away. water won't go through smoothly. Thus affects the farming irrigation. QUpon water used in constructioni The total anr-unt of water used is about !. 945 X l0ems. obtained along the line. During the time when water is enough, that's OK. But in Spring when it is drv. engineering and irrigation will be contradictorv. 4. 2. 6 Impact on Eco-environment in Operation Phase 4.2. 6. 1 Impact analysis o! the installations along the line on water environment The installations are divided into two sides: one is management. the other is service. There're two management offices and four districts; four service districts. four parking places. The waste water from rmanagementinstallations are mainly waste water in life and a small amount of noncontinuous drained water for keeping the machinerywell. The pollutants are mainly organic matters consuming oxygen. anion detergent. nitrogen. phosphorus. fats and petroleumL Following the numbers of the management staff in Turpan - Urumqi - Dahuangshan highway, the 3 districts in tJrunqi, Changji. Shihezi. each has 250 people. Urumqi office has 250. Kuitun offiec has 400 people. There're 1400 staff in all. Aczording to the state's suggested staodard amount of water used! in 2000 vear: a small city 70. 90 litres. a middle-scaledcitv 100-150 litres. a uiarge-scaled city 140-200 litres pe.; day for each. And our highwav management installations take the standard of 150 litres per day for each as a calculation of the waste water in life: Q=0. 365 A * F where:Q-Waste water in life (10.0Omn3/year) A-yearly population (ten thousand) F-average waste water pgi person (litre/day) 0. 365-unit conversion coefidcient Take F as the waste water in life in wonitoring year. So. the waste water in life in the distn:Xtsis: Q=0. 365XO. 14X150=7. 665 (ten thousand m3/year) -67- The drained water of management finally runs into farming irrigation svstem. If it went into Toutunhe river (yeariv runoff 2. 35 hundred rnillion ml). the proportion of waste water and runoff would be onlv 0. 0003. It's clear that the waste water is small, because of the fewer staff. Service districts draining is nainly waste water in life and in washing machines. The wastes contained are mainly organic matters consuming orygen. petroleum and anion svn- thetic detergent ect. The organic matters consumingoxygen in typical waste water may go to hundreds of milligrams per litre (BODs100-300. COD25O-1000). There're not many staff in service districts. There's much water used in washing machines in the waste water of life. The organic matters consuming oxygen won't be great, generally, tens of milligrams per litre. Petroleum mrainly from reRairing, washing nuchines, should be controlled. 4.2. 6.2 Forecast of lead pollution in operation phase (1) Tendency forecast of lead content in soil. The following uodel of soil pollution is used in accordance with the traffic volume in the forecasting years: W=K,K:--K+R,IKK EX+RzKIK2 -&-K+RE (1) Where: W,-amount of t.e remains of lead in n vears; K-ratio of the remains of lead year bv year; R-input value year bv year; Co-dynamic background of lead in soil (Where the highwray is located). Equation (1) can be simplified to the follovwingif K is constant:

W. =C3 K+K(R 1 K"-'+R 2 K' +- R) (2) Assign the liniited value 0. 95 to K and assign the practical data on-the -spot w C. e- quation (2) can forecast the remains tendency of lead in soil. The traffic volume of each section in the forecasting years are seer in table 4-2-6. Tab. 4-2-6 Distribution of traffic volume in forecasting years (high vaw'ie) unit: MTE/day torecasingyear sectio o 2000 2010 2020 hizhwavy Urumqi-Changji 18480 24074 54952 Changi-Wugongtai 15193 30982 52393 Wugongtai-Shihezi 9397 ?5888 47735 Shihezi-Kuitun 8184 18849 37311

If the petroleum consumption of various automobiles is 2Okg/loOkm. the lead content of petroleum is 0. 14g/kg. and lead from tall gas wainly subsides wit;in the range 100m from roadside. the area along the section of hignway of one kilometers long is 300 mu (Imu =666. 7m:) . per mu weight of mold is iSOt. per year release amount of lead . lead imput to soil and

- 68- cumulative rend of lead in soil are see in table 4-2-7. Tba. 4-2-7 PollutionTendency or Soil Lead Along IoIbSides ot the Higbwayto be Bult - neeod hil'vr _ .mld"u Un~Omigp Cwig~-Wueaq' Wamgwm-Uiahaahia-Ka_tum

vaficin ll.SI9931in fbrYlhV) 10I30 o 79s6 5733 4197

Pwgamn _ d I"3(KalCm) 2166 1759.2 1146.6 979.4

_m dm aIol cd 1993(d;KM. day) 30e. 41 24 .05 161.67 131. is 1cgm ofilad Wt..od 1993(.gh) 23. M 1s5.9S07 17.404.24-. 3632 23. 033203 6191 :0. 5314129.962- di ad 1993(m.hgJ 2. 1175/. L3O 1.7693/ .2545 1.0912/1.5243 o. 9697:1.:704

led am in sd 2000(MORAM) 35.960/47.oJo5 31. A24/46i52 23. 7379/32. 9496 6. 3665:31. J50

lawd MM in ad of 2010(awU) SC 0364/3. 1S15S.L 713'24. 1:34 43. 6600/60. 6027 39. 195s64. 9.35

Indam in Sod 200(m.'hNg) 110. 9087/14L2233 105.6359/134 6096 L. 6119. 1339 73. 9277:l. 0341

-, inIUIDr ad I wr i &s uhMewe 'alm of anl wc hamad. reinpew7b. (2)Calculation of soil environment capacity Soil environment capacity refers to the naximum acceptable citmulant of pollutant in soil. The following model is used wocalculate soil environment capicity: Q= (CK-B-CP) XG Where: Q-soil environment capacity(mg/kg) CK-standard of soil environment(mg/kg) B-soil lead background value(mg/kg) CP-; ead input amount(ng/lkg) G-weight of one mu topsoil In comparision with pollution condition of soil lead, the calculation model of soil environment capactitv is simplified to be G= (CK-B-CP) X1, that is unit mass soil environment capacity of lead. Thus. the mnaxiumucapacity of soil lead in forecasting years along Ehe planning highway is calculated by this model to be in table 4-2-& Tab. 4-2 -8Soil Environment Capacity of Forecasting Years Soil amam mv,(uWg 4J , i highbdy 1993 - 2010 200 U-CD 273.6S;49.71. 63 260. S4124247425 238 312650.0 7675 176. 5228.139. 2071 O,m-Wu.cuwmaj 280. S83S. 273. 076S 266. 62(55.72S 234.1947/213.0 1012.301/I53. 4064 Wu -Sbihz 275.6S23:S75.06c 274. 1171/Z64.9054 250.419/233 4763 203.2 34.169.9471 Sbiwp-Simuun 271 3416.271. 3973 271. 76sl52z 2S 1 255. 7934247. 4955 - 27.. 533V22. 1619 JM I ad dmaI da tis ab6 wulius oi -imduud ad Jum1d. fmaculv. (3)Assessment It can be seen from Tab. 4-2-7 and Tab. 4-2-8 that lead contents in soil along the roadsides go up with the increase of traffic volume. adverselv. the environment capacities of soil lead decrease. From 2000 to 2020. except the lead contents in soil of windward side a long Wugongtai - Shihezi and Shihezi - Kuiu sections are within background range. the lead contents in soil along the highway go up tO safe level. On the basis of forecast analysis and analogy ivestigation. the lead pollution in assess-

_ 69 - ment area along both sides of the hiwhway belongs to background or safe level, which has small effect on environment. 4. 2. 7 Impact on migration of livestocks in operation phase of the highway The agriculture of the area along U-K alignment plays a leading role while the animal husbandary takes 3 second place and the output value accounts for less compared with that of agnculture. for example. it only acco;t-s for 18. 4% and 15. 05Y in Changji and Manas County. respectivelv. Most of the herdmen are Kazak. The migration of livestock focus in spring and autumn and amasses in Anjihai-kuitun section. Right now 374 passageways are designed in U-K highwav. and 3 mdium briges, 14 small briges and 32 passagewaYs were designed in Shawan's Ajihai to kuitun (5 tkm) setion which can meet the requirement of transmigration of livestoak. 4. 2.8 Environment impact of Pacling Wo-k for Coal Goaf The coal goaf locates in the hilly area along Wulapo-Xishan section, section K15+900 -K18+660 to be excat. with length of 2. 74k1m.The altitude difference of dhe hilly area is 60. The goaf stratum is mainlv compo.sedof mudstone and sandstone of furassic Period. with slope angle of 70, consisting more than twenty coal rakes with thickness of 0. 7-20m. With the development of dozens of faults and 8 seismic intensit,v. the complex geclogic structure has some great effect on the highway construction- It is suggested cement and fillers being nixed and being filled into goaf holes by way o' high pressure rough drilling holes in ground to form induration so as to reinforce the ground and to meeEthe stabilitv and load -bearing capacity of the highway project.because: (a)the filling matterials are 20% Cement and 80%aloess soil and no chemicals except CaCI2 will be used for quicken Solidifv. (b) the quilitv of gronnd water is not good, the ground water around the site is not used bv local residents. So after the treaturent. the safety in highwav project will be ensured. th risk will be reduced, and there won't be adverse impact on environment. The requirements of environment protection. as menticd for other construction sites, shall be firmlv complied with in the construction of this section. including the dearance of work site after construction. The safety.measures such as effective lighting installations are needed in the construction.

4.3 Forecst and Assessm t of AcousticEnvironment

4. 3. 1 Forecast of Acoustic Environment in Construction Phase The consucton of high grade highway with a large scale lasts a long poriod. The noise of the construction equipments during the construction will obviousil affect the workers on the spot and the surroundings along the route. The impact of the noise upon environment in construction is analysed and evaluated according to the standard for labor hygiene and starz- dard for environment noise of our countrv and in combination with the noise ..f construction -- 70 - equipments and analogical investigation in construction field concerned. 1. Major construction equiprnentsand their noise values Table 4-3-1 shows the noise value of the existing major construction equipmeAtsused in highway construction of China. Tab. 4-3-1 Major mechanicalnoise in highway construtdon unit:Leq dB deteizning spot 7. 5 meters away SOmeters away 100 meters awav equipment nawne from roadside from roadside from roadside

Earth scraper 79.1 65. 8 55. 4 Rollr 83.8 69.8 52.8 Mixer 92. 6 78 64.8 Millplow 95 2. Forecasting analysis and assessment of noise It can be seen from table 6-8 that the mechanical noises daring construction arc much high. In addition. the accumulationof all kinds of noise such as the noise of earth and stone tronsport. pneumatic drills and demolitions will make the noise value much brigger and the noise radiation range larger. Accordingto the sta.idard for environment noise (Tab. 4-3-2 and tandard for labor hygiene, the vmechnical noise will excecd standard and affec: the wo .;.rs on the spot and the surroundings. The noise measuring results of GuiHuang high- war construction shows that the noise during construction makes the acoustic environment of G. zhou Engineering College 130-200 meters far away from operation site increase bv 10- 12dB. see table. 4-3-3. It shows that the disturbance of constructirn noise is serious. Tab. 4-3-2 Standard of noise of newly constrmting and rcstrcing industrial enterprises duration of being affected bv noise per workday (h) noise limnit(dB) 8 85 4 88 2 91 I 91(94)

-71- Tab. 4-3-3 The aoise monitoringduring Gulung bighway construction one meter out of a window of the fourtn floor of the library of Guizhou Engineering College. GuHuang highway is constructing in Place of measurtng the northeast of 130-200 meters away. This point is disturbed in and itS state days by the operating bulldozers, pneumatic drills. mixers and demo-

litions. ect. noise valus MdBA) neasuring time L rerks

Oct. 12 11 00-12 00 56 49 471 50 disturbed by the constrution 15: 00-16 00 56 52 50 53 noise mentioned above not disturbed by the construc- 22: 00-23 :0 42 40 37 40 t noise

Oct.13 9 :00-10 00 0 00-11 0oo 58 55 51 56 11 00-12: 00 55 52 47 52 disturbed by the construction 12 00-13: 00 59 54 51 56 noise mentioned above, Lmax 13: 00-14: 00 63 54 46 59 can reach to 84dB during de- 14 00-15: 00 59 55 51 62 molition 15 00-16 - 00 56 52 49 54 16: 00-17 : 00 59 55 52 56

19 : 00-20: 00 49 45 44 47 not disturbedby the construc- 20 00-21: 00 | 47 45 44 46 tion noise

4. 3. 2 Fcerecastof acoustic environment inpact 4.3.2. 1 Determination of evaluation parameter and selection of forecasting model (M)etermination of evaluation parameter According to the national standard (Standard of environmental noise of urban area) (GB3096-93), Leq(A) is used as the evaluation index.

Leq=10 1CT '.J A (d)

Where: LA,-instantancous acoustic degree A at t moment T-durarion of continuous sampling (2)Forecasting model The *Noise forecasting model fo highway traffic" which bas been verifiedand conforms

-72- to highwav traffic situation of our country ., L- to use.

The l;near acoustic source forecast .r il' is used for heavy traffie flow in days and forecast formula of discontinous point acous'i sou.^e for less traffic flow at nights. In heavy traffic flow in days, the forecast formu'a of forecast model for discontinuous linear acoustic souirceto be arrnged with equal interval is as follows (equivalent acoustic degree of an hour for single traffic lane at measuring point P) Leqi-LQ+10Og(N )+I01g(rG)'-+AS-13 (2) Where: Leqi-the equivalent acoustic degree of class i in days LQ,-the average reference acoustic degree of class i i Nj-the quantity of class i passing a point in a definite time(one hour) T-measuring time, T=one hour re-distance between reference point and center line of moving vehicles, r,-7. Sm r-distance between measuring point and centre line of moving vehicles(m) a-factor coresponding to the absorption feature of material covered on carth surface between measuring point and traffic line AS-factor of acoustic shield around highwav dBA. In less traffic flow at nights, the forcast formula of forecast model for point acoustic source to be arranged with equal interval is as follows(equivalent acoustic degree for single traffic lane).

Lqi=LQ.+101g( N')+(15+10a)lg(rO)+,nS-13 (3) The phvsical meaning of each symbol is as same as that of formula (2). According to the acoustic source and the average acoustic degree, the moving vehicles are classified into three rypes; small.medium and large vehicle. Then the mixed highwav traffic noise degree Leq of various classes of vchicles by add Leq=lOlg I 0L4 (4)

Where: Leqi-equivalent acoustic degree value of class i vehicle. n-the number of classes of veicle Leq-the total equivalent acoustic degree value of several dasscs of vehicle. 4. 3. 2. 2 Determination of the parameter of forecast model (Mparameter of automobile (DThe average reference acoustic degree A value (LQ)

LQ1 has the relation to the automobile LQ =zVM Where: V;-the automobile speed of class i a-coefficient, b-exponent(vary with various vehicle class) a and b can be defined by imitation of measuring-data or by consulting data concerned.

-73- See Tab. 4-3-4 Tab. 4-3-4 Parameter of various automobile

Parmeter a b automobile cd Small 28. 19 0.229 medium 31.30 0. 233 L,arge 41.31 0.171

®Traffic (low (N) The traffic flaw is defined by the convertion into the traffic now per hour in days and a. nights of the daily average traffic nfow (Passenger car unit, PCU), the ratio of nights of various vehicle aad the day-to-night ratio of traffic nlow in various forecast year passing various bighway section, supplied by No. 1 Academyof HfighwayScheme, Reconnassance and Design. See table 4-3-5 (daytime 8: 00-24 : 00,uight:24 i 00-8 00). ;5automobile speed. According to the feasibility study of U-K highway, the automobile speed is as follows. The speed when automobile on expressway120km/h The speed when automobile on first grade higlvway100kOnh Ihe speed when automobile on second grade highway 80km/h According to the investigation of highway communication departments and the analysis Of automobile speed on the existing high grade highway in our country, the automobile speed ==-ted byt:Lhs assese-aeat is seen in table 4--3-6. Tab. 4-3-5 Distribution of traffic volume of U-K bighway in forecasting years (number/hour) small vehicle mediumveicle large vehicle total section vear day night day night day night day night Urumqi 2000 10 6 16 9 23 12 49 27 Canfang 2010 25 17 26 15 48 26 99 58 -gou 2020 193 128 98 57 169 92 460 277

C 2000 10 6 16 9 23 12 49 27 -gou 2010 117 78 79 45 96 53 292 176 Xishan 2020 327 217 164 94 237 129 728 440

- 74 - small vehicle mediumvhicle largevehicle total section year day night day night day night day night 2000 159 22 137 17 121 17 416 56 Xishan 2010 427 59 243 31 237 33 907 1a3 X izhan- -- 2020 898 123 389 50 481 66 1768 239 2000 215 30 211 27 227 31 653 88 Xizhan - ______Bagang2010 572 79 375 48 462 64 1409 191 2020 1266 174 62' 80 972 134 2863 388 2000 355 42 350 44 348 116 1053 202 Cgang 2010 798 96 522 65 S91 197 1911 358

CZhangji - -_ 2020 1458 176 705 88 968 323 3141 587 Changji 2000 288 34 297 37 311 104 896 175 Yushu 2010 735 88 496 62 583 19' 1814 345 - ot" 2020 1328 159 657 82 951 317 2936 558 Yushu 2000 271 37 284 41 320 71 375 .49 -gou 2010 702 95 480 70 605 134 1787 299 Hutubi 2090 1301 175 66b 98 1053 233 3022 506

Hutubi 2000 271 37 284 41 320 71 875 149 Wugong 2010 702 95 480 70 605 134 1787 299

-ta " 2020 1301 175 668 98 1053 233 3022 506

Wugong 2000 167 23 180 26 193 43 540 92 -ta 2010 590 80 405 59 498 110 1493 249 Manas 2020 1175 159 611 89 966 214 2752 462

2000 143 68 144 95 181 67 468 230 Manas~~ Shihezi 2010 503 238 323 212 461 170 1287 620 2020 961 455 473 311 874 322 2308 1088 Shihez 2000 121 57 128 84 167 62 416 203 2010 365 173 256 168 389 143 1010 484 2020 838 397 422 277 795 293 2055 967

- 75 - tnsallvehicle mediumvehicle large vehicle total section ye-ar - - - T- --- section- -year day night day | night day | night day | night

2000 1?0 57 127 84 164 60 Ill 201 fSazawan2010 344 163 241 .58 365 135 950 456 2020 764 362 389 256 734 270 1887 888 2000 136 31 140 42 147 64 423 137 Shawan 2010 389 88 265 80 322 141 976 309 Anha 2020 852 193 429 130 644 282 1925 605 Anjihai 2000 136 31 141 43 296 65 573 139 Ez.t 2010 388 88 265 40 322 141 975 269 Kuitun 2020 838 190 425 129 641 281 1904 600 East 2000 37 8 39 12 42 18 118 a8

Kuitun - _ West 2010 115 26 91 28 116 51 322 105 West.. Kuitun 2020 288 65 164 So 272 119 724 234 2000 57 8 75 10 106 1S 238 33 AXizhn 2010 145 20 131 17 225 31 501 68 Anninqu ____ 2020 368 51 236 30 492 68 1096 149

Anninqu 2000 58 8 75 10 107 15 240 33 Shang 2010 146 20 132 17 227 31 501 68 shahe 2020 372 51 237 30 491 68 1100 1'9

Tab. 4--3-6 T.e caliulated automobile speed in operatiotnphase(km/h)

sectiuon 'Iulapo -Xishan Xishan-Xizhan- Xizhan-Kuitun

Vehicle class ... (secon' i.. ade) grade (expressway)

smn1 80 100 120 rredium 1 70 80 90

L"o'e, 60 | 70 -- 80

4. 3.2. 3 The effe.-: parameters of the highway structure (A)The modification of traffic noise by the longitudinal slore of highway(t,Si) - 76- The noise of the running medium and large vehicles is influenced by the longitudinal slope of higmy. The modifed value is seen in table 4-3-7. Tab. 4-3-7 T6Lmodified values of vehide noise of lomgItudlnalslope narre of slope <2 3-4 5-6 _ 27 modified noise values of O + mediutmnd lar=e vechicles (dBA) 01+21 +3 +5

(2)Tbe modificationof traffic noise by the'characteristics of highway surface (AS) It is verfied that the noise of ie wheels of small vehicle with high speed rubbing on the highway surface occupies a place not to be ignored in the running noise. The noise value of small vehide rnning on the highway should be modifiedin table 4 -3-& Tab. 4-3-8 The modified values of vehide noise by the rough degree of highway suface rough degree of highway surface <0. 05 0. 05-0. 40 0.4-0. 70 0.70-1. OD 1. 00-1. 30 >1. 30

modifiednoise 3 0 +2 +4 -8 values (dB) __ _ _ +6__8

(3)Noise attenuation by highway structureCS 3) Accordingto acoustic principle. the high cmbankuent, trencb and high flyover crossing bridgecan be considered as a kind of sound-proof protective screen. and an acoustic shadnw area is fromed neraby, its attenuation can be calculated through path difference and Feinier number and certain tables See figure 4-3-1.

. i

O-eI L 0. 52 s Is

F-1g.4 -3-1 gd wagm

-77- 4. 3. 2. 4 The effect parameter of environmcn(t(S,) ( The acoustic absorption factor a of cover on the earth surface. The a tenuation for noise spread because of the distance and the absorption by cover on carth surface can be obtained. The area through which the highway will pass is farnland and deserta. so a C. S within the evaluation range along the whole alignment of the highway. (The effect of buildings along both sides of higway on the spread of noise. The buildings along both sides of highway have impeding effect on the spread of noise. The noise attenuation is calculated by table 4-3-9. Tab. 4-3-9 The noise attenutlion by building row of bui:ding -areaoccupied by building rnise atter.uation dBA 40-60% 3 the first row 70-90'A 5 in.rease of one more row , nother attenuation 1. SdB(A total attenuation

-78 -

,. _~~~~~~~~~~~~~~~~~~~S Fig.4-3-2 Sk2tchmap ofz thc ForecastinsR Procedurc of thc Traffic Noisc

LWIi paraie,er date. Sic nu.Imt 1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

dimii~ Ve4 .rumn

Uydftflreoiof t31fve f omw

dI I

jact o Jr.,= MAUSi t atv7 b l g at ]f |

sadc-a I

,Jo NO rhnhcr or not - r he crarnov-6 :ur ~~1ICuIa~~~i ION C.2I~Cufi..Onis over

YE~~~~~~~~~E

79 _ -_d Tak. 4-3-10 Asstsment of the acoustic environnwat quality of the sensitive points along U-K highvay iiL20C0 (Leq dB(A)]

dist - | statea anCe ~ - assess ~ec ance cas- | -ment r

NO. Place name milepost from ting stand stedandg ark- rad - value -ard sand- ar

side - ard- (m) day night dy lnight day night

1 ______zhuan8 KI1+700 70 53.8 46.3 70 55 0 0 0 104 Yilian K24+100 88 62. 5 48.0 70 F5 0 0 0

v 1 Sanpin Liuui K36+500 80 68. 7 56.3 70 55 0 4 X ,1 4Sanpin Yidui K43+100 62 70. 3 58. 4 70 55 4 X '

6 Yuanhuun K84+900 12 76.9 65.9 70 55 4 '/ A Shangergong ___ 7 Liangzhouhu Sandui K(141 87 65.8 52. 2 70 55 0 0 O

|S} hezi Buiding 1K160+200 62 65. 9 57. 7. 70 55 0 4 X 1 Ja Work __I _ 9Sangongdian Sidui K163+600 62 66.0 57.7 70 55 0 _ X i0 Jingouhe K188 87 64.6 54.1 70 55 0 0 X 11 142 Brickvard K(205+250 60 67.8 58.1 70 55 O 4 X 12 Jiahezi Yidui K214+960 37 70. 0 59. 7 70 55 0 J ) 13 Gorgvishi Batuan K239+200 50 68. 8 57. 9 70 55 0 4 X 14L Xiaodiwopu Sandui K!-i+600 88 61. 5 48. 7 70 55 0 0 0 1SL Henan Zhuang EC16+200 68 61.9 48.2 70 55 0 0 0

16 Sanpin Primary K32+700 137 64. 6 52 1 60 50 E 4 X ISchoolII

17 Lnho h K142 200 59.9 49.7 60 50 0 4 School

18 w143 Erving K167+400 162 60. 8 50. 9 60 50 4 X Pinmar Schooly _____

9U School y K239- 107 64.6 52.6 60 50 X

tote: 0 Ot exceed dte: |. '; x slighty hedt stauard A obviously exced the scawad .exceed the san- dard L connectve highway W office or culewal and educanixml usintusiomL * -In accordane with req%&ernfts of envinue ment protectionde distnce from roacide is adisted from 7m to 6Smin the final degn.

-80- Tab. 4-3-11 Assessment of acoustic envlromimcntquality of the sensitive points along U-K highway in 201C[Leq dB(A))

__dit-*fore- di~~~~t-* assess~~state ance cas- -ment of exce- N0. place name milepost from ting stand eding rem- ..road- value -ard stand ark side -ard (m) day night daynight night

1 Sujiazhuang , K11+700 70 60. 7 53. 3 70 55 0 0 0 2 104 Yilian K24+100 ;8S 65. 3 50. 9 70 55 0 0 0 3 Sanpin Liudui K36+500 80 70. 9 58. 5 70 55 _ Xx 4 Sanpin Yidui K43+100 62 72. 5 60. 6 70 55 4 _ _ 5 ChangfengSidui K48+200 37 74. 6 63. 4 70 55 J 4 _

6 uanshucn K84+900 12 79. 4 69. 3 7C 55 4 4 ^ ShangergongII 7 LiangzhouhuSandui K141 87 69.5 56.3 70 55 0 %, X Shihezi Buiding K160+200 62 69.1 61.1 70 55 0_ 8 Material Work I_66175_

9 SangongdianSidui K163+0OO 62 69. 4 61. 2 70 55 0 _J _ iO Jingouhe K188 87 67. 6 57. 3 70 55 0 I x 11 142 Brickyard, K205+250 60 70.1 59.3 70 55 4 _ x 12 Jiahezi Yidui K214+960 37 71. 7 61. 9 70 55 4 4 A 13 Gongvishi Batuan K239+200 55 70. 7 59. 1 70 55 4 4 X 14L XiaodiwopuSandui K13+600 88 64. 0 50. 5 70 55 0 0 0 15L Henan Zhuang K16+200 68 64. 9 51. 1 70 55 0 0 0

6W Sanpin Pr K32+700 137 67. 8 54. 5 60 50 -/ 4 A school______17W Liangzhouhu Primary School 142 200 63. 9 53. 6 60 50 41 x

8 143 Ervingo Prima-y K167+400 162 64.2 54.4 60 50 4 .j x School Batuan Prirnarv___ _1 Shoo K239 107 66. 4 54. 8 60 50 > A/

note: 0 not exceed the standard; X slightl, exceed t'ie standard L, obviouslv e :ceed th. standard 4 exceed the st.dard L connective highway W office nr cultural and ed.icational institution. Thb. 4-3-12 Assessment or accoustic environment quality of sensitive points along U-K highway in 2020 [Leq dB(A)]

dist - 1a,e state ance -cas- -ment of exce - NO. Place name milepost from ting stand eding rem- oad- 1ad stand ark side -ard (in) day night day night day night 1 Sujiazhuang K11+700 70 64. 3 57. 0 70 55 0 .1 X 2 104 Yilian .K24+100 88 67. 9 53. 5 70 55 0 0 0 3 Sanpin Liudui K36+500 80 72.8 60. 5 70 55 _ _ _ 4 Sanpin Yidui K1(3+100 62 74. 4 62. E 70 55 4 I 5 Changfeng Sidui K48+20D 37 76. ' 65. 4 70 55 _ _ _ 6 Yuanhucun Yidui K84+900 12 81. 3 71. 4 70 55 1 4 A 7 Liar gzhouhu Sandui K141 87 71. 9 58. 8 70 55 T 4 X 8Shihezi Buiding K160+200 62 72.1 63.9 70 55 8MaterialWork 9 Sangongdian Sidui K163+600 62 72. 2 63. 9 70 55 4 4 A 10 lingouhe K188 87 70. 3 60. 1 70 55S A 11 142 Brick yard' K205+250 60 80. 8 74. 1 70 55 v' 4 _ 12 Jiahezi Yidui K214+960 37 74. 4 65. 6 70 55 .1 4 _ 13 Gongyishi Batuan K239+200 50 73. 4 63. 8 70 55 4 4 A 14L Xiaodiwopu Sandui K13+6fi . 88 66. 9 52. 3 70 55 0 0 0 1SL Henan Zhuang K16+2001 68 68. 0 54. 2 70 55 0 0 0 SaVpin Pr-- .-rv I 16WScol K32+700 137 69. 7 56. 4 60 50 4 4 A

17W rimary c K142 200 66. 2 55. 9 60 50 4 4 a Pri arv Sichool __

L8 143P Erying K167 . 400 162 67. 0 57. 1 60 50 4 4 A Prinarr School__ Batuan Prinmary 19Wh.S: K239 107 69 1 58.5 -60 50 4 4 a

note: 0 not exceed ehe standard: X slightlv exceed the standard A obviouslv exceed the standard / exceed the standard L connective highway W office or cultural and educational institutior

-82- Fig. 4-3-3 Equalsound level line [70dB(A) In daytime and 551dB) at night] along U-K highwy in 2010

14@. 1tn

o t3fimXl

130

20so _ l jI!I!I!ai iii FIg. 4-3-4 Equalsound level llne [?OdB(A) In daytime and 55(dD) at nigh) along U-K high- imy In 2020 X ~~n. ..

I04

A1 to1r1o-X^a^ CL 120

40 I,: to :If lif fi!!70 ; .jI Tab. 4-3-13 Espression of acoustic environment Impact assessment amamluentcapaciay

eSmt c waAlting walueof acoustic*n-mAavnem quality L.q dB(A)

asse=ment standard < > +1.05.0 |15. 0-+o asessawntconclusion ox exmedstandaLrd excted standard slightly affect obviouslyaffect expvicaonsymbol 0 .J X A

Among nineteen sensitive points of noise in the assessment scop along the whole align- meat, there will be two.ten and forteen points to be obviously affected by traffic noise in 2000. 2010 and 2020, respectively. The operation of *U-PK highway will affect the acoustic environmen- within 200m a- long both sides. The sleep. rest, work and learning of people in some sensitive arear of noise wAillbe affected. These will reveal mairly in the sections where the noise obvicusly exceed the standard. Effective measurements shall be taken to prevent the noise from effecting people's normnal life and work. 2. Measurements of noise mitigation According to the construction pace. increase of traffic volume during operation. effect of noise which exceeds the standard during operation, feasibility of mitigating noise. investment of envirorunental protection and economnicprofit. the following measurements of noise mirtigation are zeconmnended which can be taken by stages and progresively. () In order to avoid the alignment. from cutting through much more sensitive noise points which resu,, in significant noise impact on sensitive points. difficult mitigation measures and increasing cost of treatment. propose the desinger to adjust and revise the alignment in the final design to avoide sensitive points as much as possible in accordance with the condition of designing parameters and technic index. The scale of adjustment can consult the line of equallv acoustic degree shown in figure 4-3-3 and 4-3-4, that is , the distance between sensitive points and roadside should be above the line of 70dB(A) in davtime and 55dB(A) at night. (2)According to the assessment two sensitive points. Changfeng Sidui and Yuanhucun Yidui. will be obviously affected by traffic noise in 2000. "Measures for environment protection and constouction project shall be spontaneous in design. corstuction and operation" . as our environment protection policy demands, the measures for the two points will be taken as follows: (®The residents obviously affected by noise in 2000 will be resettled: Tab. 4-3-14 Measurements of noise mitigation in 2000 place name affected section measure number Changfeng Sidui K48+200-K48+500 resetdement 3 househdds Yuanhucun Yidui K84-800-K85+050 resettlenent 11 households

-85- @Make a comprehensive program for resid-ntial areas. for example, the new resident hcuses shall not be located within 200m from roadside and the present houses will be removed gradualy in site more than 200m away from roadside. (3) 12 sensitive points will be abviously afected by noise in 2010and 2020. the mcasures will be taken in accordancewith increasement of traffic volume and environme nt monitoring. 2010 900,000 Yuan setica Ifgsugemnt remark ShAe BuildingMeral Woik K160tl00-KIGO+S7S Heighten Wai 475mX3. Sm (LengthXheigh) SangongdiaaSdua K162+975-K163+S75 heighten |a 600CmX3.5m(LengthXheight) Irahzi erdui K214+975-KZIS+125 | moed 4 famili remsmd SmnpinYTd,n K43+100-K43+300 heighten olmwe 20m mmlength 3. Si a height Smnpii Puwy School K32+600-K32+700 Heighte wa1 (50+5Cm) 3. S(lehXheight) Bitt. Prinay Wah K329+600-K239+900 height wail 200X3. 5m \

______20Z0 ______.__ _ _ Langzhouhu PrimSool | K142+600-K14Z+750 heighten wail | mX3. Sm(engthXheight) 143Erying Pnar7 Tcwol K167+460-K167+575 heightenwai 115mX3. SmaengthXheight) SanpinYTdd T K36+500-K36+750 T eod 6 fmfies remov Gaigyisi Batum K239+200-K239+450 rem 15 families Fenoved .42 Bricyark K205+75-K205+375 Soud barier 3. SX 300m rwohe KIBS+150-KI188+350 heibhren eelosure 2I mIn lnight 3. 5m in height NOTE, not including the cst of remoe (4)New buildings should be forbidden to be built within 200m away from roadsides of the highway. (S)Set up environment monitoring plan to provide scientific basis on the execution of mitigation measures. (6)Strengthen the environment management along the highway. Because the traftic noise is significant at night, driver should reduce automobile noise as much as possible during 23 00-9: 00 at night.

4.4 Forecast and Assessmaet of Atmospheric Environnent Quality

The impact of the project such as dust and asr.halt smoke in construction ph-se and tail gas of automobile in operation phase on sensitive points is emphasized. 4.4.1 Ibmpacton Atmospheric Environment in Construction Phese. (D)Analysis of dust impact during construction period The dust impact from digging, filling and carryingof earthworkon sensitivepaints a- long U-K alignment will be qualitatively analyzed. (j There are 5 residential areas along Kooo-Ko29 section, of which the residential :.: near Xlzhan grade sepe:ation will be resettled. This secticn is Mainly in mountain areu dc large quantity of diggging and filling but small quantity of carrving which will cause t: r avy dust. meanwhile, the carrying of buildinjymaterials by way of makeshift road will ca : con- siderable dust which will affect two resident areas with population of over 2,000, located in K24+100 and K27 section. -86- ©The main alignment of K029-K265 section. from Xizhan-IKuitun. passes through three cities and three counties. the terrian in this region is some smooth and open. The resident areas along this alignnent are small villages of less population because the alignemtn has been avoided denselv populated citie and towvnsin design phase. Gathered earthwork bv bulldozers and scrapers for the roadbed construction vvillcause unheavv dust which has little impact on residents. The transport of building materials bv way of makeshift road and un- loading of earthwork will cause much dust which has comparativelygreat impact on resident areas especially in Sanpin Farm. Liangzhoufiu. southern suburb of Shihezi and Gongvishi Batuan. ect. ®The connective highway between Shangshahe and Westem Railway Station of Urumqi (Xizhan) is the first grade one. 17km in length. located in agricultural area oF northern suburb of Urunqi. The earthwork lor roadbed consteuction mainly depends on carrying by way of makeshif road which will cause heavier dust and affect the residents of Henan Village and Xiao Diwopu. (2)The analvsis of the atnospheric environment impact caused bv asphalt mixture. The big problem in the highwav construction is the air effect produced by the bituri- nous concrete nixture. But till now. the standard for the asphalt smoke and benzopyreen on air quality hasn't been formulated. Here only put forward some suggesition persuant to the present domestic asphalt mixer and ts monitoring situation to supply some references to the highway construction and mnanagement.At present. the major asphalt mixers at home are LZNHOFBM 90 mnixermade in C-errnany. Singapore- with 80-IOOT/h output and fall con- fined and second dedusting installation; V/3-5 asphalt mnixermade in Gerrmanvwith multi dedusting installation; MAZL complete equipment made in Italy with 160T/h production a- bil-tv. At present, the asphalt mixed being used in Xiniiang are the Xinxeteiguang/60 mixer made in Japan with the abilitv 6OTr-; L30 mnixer made in the Hongqi Machenical Plant with power 30T/h; L20 mixer with power 20T/h rade in Zhenjiang Mine Machenical Plant. The mnixersuse vapour and heat to melt. After gravels are mixed. dedusting installation is supplied. So the asphalc smoke consitencv is comparatively less. According to the GB4916-85 industrial pollutant asphalz emission standard: the first grade is 150mg/m3 asphalt smoke (the pecanitted emission consi%tencvis eight hours); the second grade is 200mg/m'asphalt smoke. (3)Measures GrThe contractor shall take all resonable steps including watering to reduce dust pollution caused byf the execution of the works as much as possible. particularlv in the places near towns.erc. (see table 10)

-87- Tab.10 Reqmrnimeutof Watering Section Length(km) tines distance(km)

Wulabo - 2 1-10 West station K25-K28 2 2-6 Manas K}139-L i' 2 4-9 Shihizi K150-K154 2 3-5 Sawan K187-Ki89 2 1-3 Anihai K191-K194 2 5-7 Kuitun j K237-K240 2 7-9

(The contractor shall cover or water on fine bti.lding material yard that could easily cause dust pollution. (n)The contractor shall use canvas or cover case to cover the trucks for constuuction material transporr. 4;Distance between asphalt mixing sites and densely populated areas shall not be less than 50Orn and the contractor shall get the approval of relevant local department to determinc the location of asphalt mixing sites. 05Asphalt mixer must be equipped with a dust collector. (f63Thecontractor shall be -esponsible for all less caused bv the pollution if he does not take reasonable steps to prevent environmental pollution by dust. 4. i. 2 Forecast and assessment of atmospheric environmet.t impact in operation phase The designed operation period of U-K highway is 20 years. The forecasting year of this assessment is 2000. 2010 and 2020. 1. Selection of items (1)Selection of assessment factors The main pollution source during the operation period of high grade highway is the e- mission of vehiele's waste gas, wlhosemain compositions are: CO. NOx, C.H.. Pb. and a little amount of SO2 and raised dust. We select three items for forecasting and evaluation: CO. NOx, and C.H.. (2)Forecast of pollution source Because of the high grade highway. vehicle's flow is large. speed is high, so we can suppose the waste gas emission source is a successive line source, whose intensity oniv reiate to the emission of single vehicle and the flow of vehicle On basis of OD resuIts and forecast of trffic volume ?rovidedin the feasibilitv study report - tie traffic volume mainlv distributes at 07: 00-23 : 00(Beijing time' in a day ,and less traffic flow at night. So the forecast and assessment of pollution source and atmospheric -88- pollution conditionin daytime will be emphasized. The pollutant emission of single automobile ol various tvpe is referring the standard (($1164 -89). and combine with the condiation of automobile running and environmental tempteracure to determine. the traffic volumes provided in the feasibilitv study of the highway. the amount of pollutant's emission of eachsection in forecasting yearscan be obtained bv the following formular: Q,= lN.E,/3600) _-I Where: WL-the amount of pollutant's emission on a certain road(mg/m. s) N,-the flow of automobile type i (number/hour) E -the emission amount of automobile type i at designed driving speed m-the number of tvypes By calculating, the emission of three items of pollutantsof each section in forecasting years of peak hour '-'jme- davtime normal volume and average volume are seen in table 4- 4-1.4-4-2 and table 4-4-3. the probability of peak Volume is 4. 2%. the automobile volume in 7 : 00 to 23 00 is daytime volume. the probabilitv of the Volume is larger than davtime Vclume. is about 404. Tab. 4-4-1 Peak bour pollutant concentration mg/s. m section year co THC NO. 2000 0.46125 0.12948 0.35130 Wulapo-Cangfanggou 2010 0. 91250 0. 26786 0. 74747

2020 4. 65926 1. 36002 3. 92621

2000 0.46125 0. 12948 0. 35130 Canfanggou-Xishan 2010 3. 17706 0. 88368 2. 49954

2020 7. 74647 2. 21486 6. 38502

2000 3.96131 1.05309 2.91339 XLshan-Xizhan 2010 8. 59077 2. 34832 6. 67743

2020 16.10325 4. 54639 13. 16602

2000 5. 88961 - 1. 59434 4.39424 Xizhan-Bagang 2010 12.49414 3. 48701 9.86923

2020 24. 35811 7. 03750 20. 29807

- 89 section year Co 1HC NO. 2000 9.70673 2. 62988 7. 24439 Bagang-Changji 2010 17. 33837 4. 84035 13. 69641

2023 27.69290 7. 96695 22. 99132 2000 8.12640 2.21419 6.09185 Changii-Yushugou 2010 16.26971 4.55946 12.88601

2020 25.48029 7.37719 21.27340 2000 7.79962 2.. 12916 5.85543

Yushugou-IHutubi Z0;0 15.79716 4.4f3113 12.51538 2020 25.64889 7.4487Z 21.44471 2000 7.79962 2.12916 S. R5543 Hutubi-Wugongtai 2010 15.79716 4.43113 12.51538 2020 25.64889 7. 44872 21.44471 2000 4.87662 1.32096 362168 Wug,ongtai-Manas 2010 13.28984 3. 71527 10.48597

2020 23.32444 6.77480 19.49238

2000 4.83727 1. 31083 3.59376

Manas-Shihezi 2010 13.12153 a 66813 10.35234

2020 22.22716 6.46147 18.58247 I_ 2000 4.23800 1.15378 3.15623 Shihezi-Kazi,wan 2010 10.04059 2.82491 7.94426

2020 12.62655 5.71909 16.43293

2000 4.20424 1.14218 3.12518

Kaziwan -Sbawan 2010 9.45060 2. 65848 7.47727

2020 18 00537 S. 24721 15.06944

- 30 - section year Co THC NO. 2000 4.10829 1.11322 3. 05525 Shawan-Anjihai 2010 9. 25373 2.58902 7. 29947 2020 17.56292 5.08248 14.62054

2000 4.12114 . 1.11704 3.06567 Anihai - East Kuitun 2010 9.23081 2. 58296 7.28209

2020 17. 34292 5.02191 14.44235 2000 1.13936 0.30905 0. B4662 EastKuitun- West Kuitun 2010 2. 98742 0. 83865 2. 34750 2020 6. 36394 1.86530 5. 34053

2000 1.92890 0.54143 1.48141

Xizhan-Anrunqu 2010 3.90305 1.13869 3.19198

2020 8.25513 2.49135 7.13279

2000 1. 94047 0.54475 1. 49047 Anniqu-Shangshahe 2010 3.93Z88 1.14755 3. 21651

200 8.31264 2.50628 7.17664

- 91 - Tab. 4-4-2 Mean daytime p.Olutan: concentratiom Og/s. m

.:cCtinn | var THC j NO.

2000 0.19921 0. 05571 0.15084

Wulapo -Cangfar.ggou 2010 0.39147 0.11459 0- 31907

L020 _ 9W971 0.'7175 1.64720

2000 0. !Q921 I 0. 05571 0.15084

Canfanggoti-Xishan 2010 .33664 0. 37142 1. 0482L

2020 3. 24446 0. 92749 Z. 66872

2000 1.94056 0.51551 1.42567

Xkhan-Xizhan 2010 6.11214 1. 70529 4. 8259a

2020 11.91724 3.44179 9.92574

2000 2.87859 0.77924 2.147F4 Xizhan -Bagang 2010 B.47708 2.34588 6.63316

._320 13.56285 3. 86667 11.15123

4. 72777 2695 3.49409

Bagang -Ch2agji 2010 8. 47708 34588 6.63316

2020 _ 13.56285 .86667 11.15123

2000 3. 95385 1. 06733 2.93371

Changji - Yusnugou 2010 7. 94807 2. 20729 6.23365

2020 12.46572 3.57532 10.30348

2000 3. 77187 1.02807 2.82933

Yushugou - Hutubi 2010 7. 67508 2. 14812 6. 06997

2020 12. 48218 3.61503 10.41096

20G0 3. 7187 1.02807 2.82973

Hutubi-Wugongrai 2010 7.67508 2. 14812 6.06997

2020 12.48218 3. 61503 10.41096

-92- section veir CO J THC NO. 2000 2.35588 0. p3739 1. 74904

Wugong tai -Manas 2010 6.45602 1.80b5 5. 08577

2030 '1.34641 3.28691 9.46055

2000 2.1223 0. 57749 1.584J0 Manas-Shihezi 2010 5. 72438 1. 60997 4. 55177 2020 9.70029 2. 83797 8.17553 2000 1.86326 0.50913 .39426 Shihezi -Kaziwan zoio 4. 39171 1. 24231 3. 49822 2020 8. 57083 2.51315 7.23259 2000 1.84749 0.50382 1.37928 Kzziwan-Shawan 2010 4.13125 1. 16868 3. 29168 2020 7.86323 2. 30588 6. 63263 200. 1.79716 0.48947 1.34507 Shawan-Afnj.hai 2010 4.03254 1.13560 3.20802 2020 7.65083 2.22954 6.42684 2000 1.93108 0 52283 1.43672 Anjihai-EastKuiLun 2010 4.34793 1.21599 3.43508 2020 8.19342 2. 37029 6.83020

East Kuitun- 2000 0.53321 0.14457 0.39673 West Kuitun- 2010 1.40230 0.39332 1.10284 West Kuitun l 2020 2.99695 0.87698 2. 51484 2000 0.93832 0.26382 0.72243 Xizhan -Anninqu 2010 1.90153 0 55544 1.55801 2020 4.02737 1.21638 3.48400

2Q00 0.94393 0.26543 0.72684 Anniqu-Shang hahe 2010 1.91602 0.55976 1.56997 2020 4.05552 1.22638 3.5054;

- 3 _ Tal. 4-4-3 Aves age pollutant coaceutrations W/s. o

section year co THC NO.

2000 0.16016 0.04496 0.12198 Wulapo-CangfangRcu 2010 .61. 80 Q0.I930 9. 36931 2020

20C0 0. 16016 0. 04496 0. 12198 Canfanggou-Xishan 2010 1. 10315 0. 30683 0. 86790

2020 2. 68975 0. 76905 2. 21702 200', 2. 04500 0. 55359 1. 52578 Xishan-Xizhan 2010 4.33824 1.21077 3. 42682 2020 8.45768 2 44358 7. 04794

2100 3.37039 0.91315 2 51541

Xizhan-Bagang 2010 6. 02027 1. f8068 4. 75570 2020 9. 61559 2. 76630 7. 98310

2000 3.37039 0. 91315 2. 51541

Bagang-Changji 2010 6. 02027 1. 68068 4. 75570

2rqO 9.61559 2. 76630 7. 98310

2000 2.82167 C 6381 2.11522

Changji-Yvshugou 2010 S. 64921 1. 50 16 4. 47431

'020 8.84732 2. 56152 7. 38660

2000 2.70820 0.73929 2. 03314

Ytushugou-Hutubi 2010 S. 48513 1. 53859 4. 34562

2020 8. 90587 2. 58636 7. 44608

2000 2.70820 0. 73929 2.03314

Hutubi-Wugongtai 2010 5.48513 1. 53859 4.34562

2020 8.90587 1. 20003 3. 64096

-94- section | ytar J Co THC NO. - ___ 1.69327 0.45867 1. 25753

Wugongrai-M-arL ?A2J 4.61453' 1.29003 3.64096

2020 8. 09376 2. 35236 6.76819

2000 1. 67961 0 45515 1.24783 Mlanas-Shihezi 2010 1. 55609 1.27366 3. 59456 2020 L 7. 71776 2.24359 6.45225 2000 1.47153 0.40062 1.09661 S1hihezi-Kaziwan 2r 10 I ? i8632 0.98087 2. 75842 2020 1 6.81478 1.98580 5.70588 2000 1.45981 0. 39659 1. 08513 Kaziwan-Shawan 2010 3. 28146 0.92308 2.59627 2020 6.25186 1.82195 5.23244 2000 1.42649 0.38654 !. 06085 Shawan-AnAihai 2010 3.20514 0. 89686 2.52850 2020 6. 02185 1.74372 5 01470 2000 '.43095 0.38786 1.06447 Anjihal -East Kuitun 2010 3.20514 0.89686 2.52850 2020 6.02185 1. 74372 5. 01470 2000 0. 39561 0.10731 0.29397 East Kuitun- West Kuitun 2010 1.03730 0. 29120 0.81510 West Kuitun 2020 2. 20970 0. 64767 1. 85435 2000 0. 66976 0.18800 0.51438 Xizhan-Annirqu 2010 1.35522 0. 39538 1.10833

2020 2. 866:7 X 0.86505 2.47666 2000 0.67377 0.18915 0.51752 Anniqu-Shangshahe 2010 1.36558 O 39845 1.11.684 2020 2.88633 0 87024 2.49189

- 95 - (3) Forecasting mode and parameter emending ()Forecasting mode This evalution use line source diffusing mode to forecast the influence of vehicle's waste gas upon air circumstance. C= cf~QLJ fdld

f f=lexrO'-V)(exp[-I (Z.JLH),2-; ]+extp[ (Z-H-2i

C-forecasted diffusing density of air(mg/nm') QL -line source intensity (mg/m. s) U-local average wind speed(in/s) ac,-horizontal diffusing parameter in the directuon perpendicular to wind direction. a. -vertical diffusing parameter H-effective source height Line source diffusing calculation relates to wind direction. this evaluation calculates the density in three cases: wind direction is perpendicular to the road. wind direction is parallel to the road. wind direction and the road intersect at any angle: A: W-nd directions is perpendiuler to the roaca: C(_XIG.0)=F-ZK x v; CFZN X is the distance between the calculated spot and road centre: B: Wind direction is parallel to the road:

^(Y.0,O)= =1 Q

Y-the distance between the calculated spot and the road centre: C: Wind direction and the road intersect at anv angle during the period when wind direction change from parallel to perpendicular, densitv changes drably. so we can estimate the densitv when the two intersect at anv angle bv the simple interpolatior.. if the included angle is V(t<9O). then: C(4S) sin 4>(vertical).cos IC(parallel) @ Diffusing parameter emending Diffusing parameters are determninated according to the method recommended bv GB13201 - 91and assessed according to the underlving surface of rural open terrain. Vehicle's emission on the road is not ideal line source. because when vehicle is running on the road at a high speed. the air will be disturbed_and make waste gas form a primarv mixed width and height. In order to make the densitv calculation more accurate. we make a norni- nal source emending refer to the road width. add a primarv value a. to a,(X) in calculation rnode and get:a,(X) =a,o+rzXz (4)Forecast of pollutant densitv

-96- Because of the Vairetv of the main wind direction alorg the alignment, pollutant densitv ia daavties in three cases is estiniarted. wine direction is vertical to the alignment . wind direction is paallel to the alignment. wind direction and alignuent intesect at 45' angle. the three probability is 9%. 10% and 25% respectivi:y. The neutralitv (D) of atmcstheric stabilitv which is frequent in daytime is Choosen. The forecasting range is the area within 500m from each side of the highwa . the stability (E) of atmospheric stabilitv which is frequent in nighttime to sensiutve point is choosen. (j:The concentration of NOx. CO. TCI at one time in daytime of normal volume. The concentration of CO and TCH a. one time along all section in three forecasting years do not exceed the standand. the maximum concentrations at one time in the area of 20m a- long Bagang-Chang Section, When w;nd dcrection is vertical to the lighway. The concentration of 00 is nl. 215mg/mn'. TCH is 0. 058ng/mr in 2000; CO will be 0. 386mg/m'. TCH will be 0. 107mg/m' in 2010; to 2020. CO is 0. 617mg/mr and TCH is 0. 170mg/m'. The concentration of NOx of somnesection in three forecasting years exceed the stevn- dard in varying degres at daytime volume. the calculation result can been seen in table 4-4 -5. It can he seen. in 2000 the concentration of NOx is exceed standard only in Bagang- Changji section. the range of exceed standard is within 25m. the orther stction is not exceed standard; in 2010. the concentration of NOx in 10 Sections is exceed standard. the maximum coacentration is 0. 302mg/m' within 20m at Bagang-Changli section. the maximum ronge of exceed standard is 80m - in 2020. the concentration of NOx in 14 sections is exceed standard. Bagang-Changji Section the concentration of NOx is 0- 507ng/rn'. the maximum range of exceeding standard is 160m. when wind direction vertical to the highway. The probabilitv of exceeding standard is less than 9%. The range of ag standard of one-time coucentra- tion.whin wind direction parallel to the highway. to 70m. ©Environmnental impact forecast in peak hour volre The peak hour volume refer to maxmumn traffic volume in dav (24 hours)in service phase .or period of maxrnum tail -gas exhausing volume. Its pollutin concentration is concentration of mnost serious pollution along both sides the road. There is the peak hour volume at 11 -19 in day. In this time .the nost bad pollution meteoualogical condition does not present forecast calculatation are made as medium stability degree. (D) a. One time concentration forecast The concentration at one time in peak hour volume can be seen in table 4-4-6. It can be seen from the table. tLhemaximum concentration of CO and TCH in 2000. 2010and 2020 along both sides of the highway do not exceed the standard. Taking Bangang-Changji -Section- the most serious pollution section .as example Maximum impact concentration of two kind of pollutants along sides of the highway CO 0. 44lng/m'.THC 0. 120mg/m' in 2000;CO n. 788mg/m'.THC 0. 220mg/m 3 .in 2010;CO1. 259mg/mn'.THC 0. 362mg/-n' in 2020 The concentration of N;Ox is largest at peak hour volume. concentration and its extent in rar- ious section in different period see table 4-4-7. In 2000.the concentration in 5 section is ex-

97 - Tab.4-4-8 Farccaan ofasrobcrici awirumt of rmidcntial arcassalo tbe alig uct in daily awraec in 2000 unit: eVe j X

farecaziji m daily value centributicm ratio place n ailepost _ _ - .- CD) a ned1 itc c Pl Nlk CD M:CiK

104 YiI in 24+100 1.8a N 1.612 N 0.042 N 0.5 0.1 46.7

S:rin Shiyidui i700 2.236 N 1.364 N 0. 38 N 0.7 0.3 31.3

Swipin I iudui 361500 12.254 N 1.369 N 0.051 N 1.5 0.7 49.9

SwDin Yibai jKIU3+1002.247 N 1.367 N 0.047 N 1.2 0.5 43.8

CangfaaSidui K48+200 11.788 N 1.628 N 0.037 N 1.6 0. 57. 8

_gFrgcmcun K844900 1.789 N 1.628 N 0.038 N 1.6 0.5 57.8

Li iwoum K141 3.211 N 1.613 N 0. (O N 0.3 0.2 19.6

Siihezi Jia=ai 11604200 2.482 N 1.463 N 0.032 N 0. 0.2 28.5

S&negdiaisidui K1634+002.482 N 1.463 N 0.02 N 0.5 0. 128.5

ji_uhC K118 2.480 N 1.463 N 0.031 N 0.4 0.2 24.9

Jiabez. Erbai K215tlCO 2.119 N 1.773 N 10.036 N 0.4 0.2 21.6 goWrishi B3tun 1+239200 2.379 N 1.402 N 0 034 N 0.4 0.1 18.6

Xiaodiuopa 3134600 2.425 N 1.616 N 0. 02 N 0.2 0.0 12.6

U. rnz1Ai" 1162W0 2.4Z7 N 1.617 | N 0.02= N 0.3 0.1 18.9 400

300

_ _ _ 100 r_

k -; t^ 3 f - t

{ 2000 2010 [ 2020

Fig. 4 -4-2 Scope of exceet1ingstnndinrt1 of forecRsilng NOx concensIralion In penk hnbnrvoluine of U-K hlgh%vny. ceed standard. In BaganR - Changi sectien . its concentration is rmaximum.within 20m of both hsides the highway . is 0. 329mgim, the range of exceed standard is lOOm.In 2010. 14section's concentration is exceed standard . In 2n'.all sectior's concentration is exceed standard.its range of exceed stanard is 200m. a-id 380zn.respectively. b. Forecast of atmospheric pollution in re-he,demareas at peak hour along the highway. FIorecast results see table 4-4-11-4-4-13. It can be obtained by adding the nuximum ccncentraton at peak hour volume and the con- centratior. of the status quo of the resident areas T he probability is verv small. Addcording to pollution meteorological condition and location of resident area.the probabilitv emefging the concentration of exeeding standard at all resident areas will be under 0. 5% . most part of it is under 0. 2Y: Rtsults show that ,inrmost serious pollution condition.impact of CO and THC in the tail- gas on the local emnironment is very little NOx concentTation at peak hour will be verv large Ir: 2,oo. rmaximum one time concentration is exceed tht. standard in 14 resident areas; In 201 0 .in 12 resident areas;In 2020.in all 14 residenz ateas. In *Changfeng siduio -the rnost se- rinus pollution area. maximum concentration in 2000. 2010 and 2020 is 0. 253mg/mrn. 0. 4194mgfm3and 0. 768mg/m'. respectivelv. Times of exceeding the standard is 0. 69.2. 09 and 4. 12 -respectively. These pollution is mainly caused by the highwav sernice.and its contribution ratio is 95. 7% .96. 6Oe and Wi. 7% .resp.s ivelv.

-C;Forecast of atmospheric pollution in resident areas along the alignment The purpose of the orecast mentioned before is for the resident areas along the alignemtn. the objective of environment protection in this assessment. It is necessarv for putting forward the rationalizaL-on measurements for the atmospheric environmental protection. The forcast of atmospheric pollutant! concentrations and the contriburion ratios of tail gas pollution from automobile in operation pnl=_ atmospheric polltuion in resident areas a- lonsg the alignernnt can be obtained uy adding the forecasting concentrations of highway sec- tiolns and the concentrations of the status quo oi the resident areas. The forecast results of the resident areas are seen in table 4-4-8-4-4-10. It can be seen from result that. TCH and CO efiect on residential area is slight but NOx impact is obriously . becaute of the background of NOx is low. so th contribution rotio of vehicle gas to atmosphare of residential area is larger. it mnakethe value of NOx concentration to much higher than background. the concentration of Sanpin liudui and Yuanhucun is exceed standard in 2020. the majoritv residential area is near the standar.

4.5 Aznysis of Impact on landscape Environment

The U-K highway will be the highway of the [on est in length. and the highest class in X'njiang in recent years to come. The landscape of the hg-h grade highway reflects the su- nerb skill of designer which can giv-e the tisitors a favoible impression. The region which -8 v- the U-K highvraywill "a&sthrough is the typical man-vade oasis. Cities. twons and villages are linked by the highway. which can give people a pastroal picture of the northez.. scenery. In a driving autonobile on the highway. imagining the barren :and in the past turn- ing into the beautiful field today and the hardships of cultivators in those years. you can feel the unique charm of humane Landscape.The harmony berv een the alignment and the natural landform and terrain. in addition to the i zposing grade seperations and large bridges, the dirversity of humane landscape can also be increased.

4.6 Lnd Qccopation and Resettlement

4.6.1 The total land occupation of U-K highway is 1310ha. among which che occupation of each kind of land is seen in table 4-6-1. Tab. 4-6-1 Land occupation of U-K highway unit: ha

range cropland vegetable plot grassland orchard [woodland others

118.3 754.6 754.6 F. 27 9.06 116.8 318

The land resource along the alignment is abundan. the land occupation of the highway onlv accouts for a small proportion. and suitable compensation for land occupation -ill be fulfilled. The requisition of land is nor difficult because no special land such ds mosqurs and graveyards of minority nationalitv is occupied. 4. 6. 2 There are fourtv places involved in removal in the assessment scope. among them, a small amount of places are removed resulted from being cut across by the highway. The conditions of all kinds of buildinds involve in removal are 1670 rooms and 33185. Zm in all, the people affected involve in resettlement are 1280 persons. The impact of U-K highway on the involuntary resettlement is slight because the residents are relatively scattered result frowmvast territory of Xinjiang. Besides. the population pressure and the pressure of cultivated land are not high in the immigrated area because of srnall scale of resettlement. 4.6. 3 Resetdement The plan of land requisition and resettlement is worked out bv department concemed. required as follows: (DDraw up thie detailed schedule of resettlemenr . ensure the resettlement is done before the construction of the highway. (2)The resettlement is done after the agreemert of migrants on their reseatled place. (3)Ensure the living standard of migrants after resettlement not to be below that before resettlement. (4)The prioritv of obtaining emplovment and rraining for the residents affected should

99 - be tanken into accc unt reasonably.

4. 7 Ipact of this Project on Presens Traffic in Constructon Phase

4. 7. 1 Main Impact Factors 4. 7. 1. 1 A great quanti-v of building -road materials will be carried through present road. It will lead to -ncrease volume of traffic and jam on the old r3ad. 4. 7. 1. Z Planning toad vill intersect with present r6ad. in some section. particularly large interchange project. It will lead to hindrance of road and jam of traffic in section durirg construction. 4. 7. 2 Tr.xnsport and Site of Building-Road Materials . 7. 2. 1 Cubic metre of earth The greater part ol section are fill section, except section through the territery of U- rumqi City. The most part of cubic metre of earth obtain fromnthe borrowing site from far awav the highway (Wuxi railway station-the west of Shawan and Wuxi railwav station- Shangshahe) and the borrowing pots in roadsites (the west of Shawan-Kuitun). 4. 7. 2. 2 Stone Except Wulapo-Xishan section. the carrving distance of the greater part of section are far away the highway. sites of stone materials are distributed in Tianshan Mountains. The most fast distance is up to 48-73. lkm (Weatern railway station of Uruanqi-Shihezi). Main stone sites.are Wulapo (Jianquangou Dongshan), Xlsha.--Urumqi (Xishan highway), Nan- shan of Shibezi (Kaziwan-43 Tuan highway) .Nanshan of Kuitun (Bavinggou). 4. 7. 2. 3 Gravel Gravels that use in roadsurface are drawn from local gully. gobi and flood land along the highwav. which can be extracted in all seasons. 4. 7. 2. 4 Water in irrigation canal are used [or construction besides little dumpping from river and well. 4. 7. 2. 5 Others Steels. timber and cement are suppplied mainly from Urunqi. Geaeral asphalt are supplied from Kelamnavi. Diesel oil and gasoline are supplied from Urunqi and Dusbanzi. Its carrying distances are from 27 to 155km. 4. 7. 3 Quantity of Building-Road Materials and its Traffic Effects in Various Section Quantitv of building-road materials and is traffic flow(vehicles/day) in various section during construction see table 4-7-1. in which: 2(guantities of materials/carrying capacity of truck) Traffic flow- carrying times of material For the carrving capacitv of truck. it counts for 4m3 or t. the carrying time of No. 1 is 900 davs. No. 2-8 is 300 days and No. 9-11 is 600days. Quantity of earth is mnlokmn3 in all section. ludged by type of carraing materials. freight volume of earth and stone is overwhelming

-100- J

najority. counts for 87-95%. Take Wulapo-Xishan section as example. the traffic flow caused bv carrying earth and stone are 397. 39. counts for 92. 25 Yo. other materials is 30. 77. counts for 7. 15 %. In Xizhan-Shihezi section. earth and stone is 3959. 10. 87. 57%. other is 492. 0, 12. 43%. Thus. traffic impact during carrying earth and stone would be mainly considered. judged by highwav grade of varioussection. the freight volume in expresswav section is more thar. grade I section. Take earth with far-carrying as example. in Xizhan -Shihezi section belonging to expresswav is 636. 34. in Shihezi--Kuitun section is 511. 27; In Wulapo -Xishan section belonging to grade I is 228.16. Thus. traffic impact in expressway section wo 'd be emphatically considered. 'To sum up. suppose all materials are carried at the sanmetime. The increased total flow is 397. 39 in Wulapo-Xishan section. Xishan-Xizhan section is 819. 00. Xizhan-Shihezi is 3959. 10, Shihezi-Kiiitun is 3190. 70, Shangshahe-Xizhan is 1123. 54. In expresswav section. the increased flow in Xizhan-Shihezi section is higher. In grade I. that in Shangshahe section is higher. tney are 10%-30% more than the present traffic flow. - It must be paid attention to that the traffic flow increased by carrving materials in various section is total sum at every part in this section. For some point in this section. its flow is far inferior to this numerial value. Onlv a few vehicles pass through all this section. because that the carrying distance is differ for each mnaterials. 4.7. 4 Cross of Planning Highway with Present Road and its Traffic Impact The sta-e of road crossing (including passway and interchange project) see table 4-7-

-101- Table. 4-7-1 Quanlity of main butiding-road materialsand 1I1traffic flow

quanitly,'ttafic flOw

total - b,ah. 0oMum Nameof Wulapo-ieban XL§ban-Xlzhan Xlzhan-SWbezi Sk11e3-KCwunX bet mattels oulul i ( I ) ( I ) (expreaoway) (1pralway) of______17.760km) (1I. 2SOkm) (119. 5Skm) (107. 45km) /~~~~~~~~~~~ _. if( 800ku,.) fv-curying 151185.897 728,96d 2,276,951 136,877,60 9,888,652 2.415,870 earib (ml) 228^18 630.08 830.34 611.27 71.91 2 ~~~ ~ ~~~~331483 4,796 2,841 813 2 Iog(m') 9,249 - _ 0.56 0.77 S.w 4. 74 5.38 sawn-Up 1,691 2,129 16,26B 10.296 2.778 3 abittie 33,155 (ma) _ 2.82 3.66 27.11 17. 16 4.63 191 296 1.49% 76 259 4 seel wife 2,923(t) 0.32 0. 33 2. 49 1. 30 0.43 36,899(t) 1,143 1,415 B1.865 12,479 1,997 fi 1(6.1 35,899(t) I t ~1.912. 38 .44 20.80 3.33 _2_1 11,664 14,746 583 128.566 21.677 0 cement 36,116(i) 19.25 24. 56 294.31 211.00 35.9B 7 1up,455( ) 1,266 4,124 69,747 62,587 6.732 7 asphalt144,455(t) ~~~2.12 87 118.25 104.36 IL.22 a quicklim37,363(t)2,280 6,560 7,441 5,140 16.942 8 quicklime S7,U61()38 9.25 12.40 3.17 28.24 9 san2,62,27(ml) Sra%l 39,46 83.702 1,117,724 937.104 84.269 9 said grawl 2,262,272(m) 32.U0 69.25 931.44 710.92 70.27

- crubebd 86,401 35,0,7 1,836.J47 1,489,967 224.J45 10 3,770,724(ml) giawI 71.17 29.21 1529.87 1241.64 187.05

It R*lcestoneO 906,226(m))3 J41,267 60,702 443,334 360,292 80,630 11 aliceatone968.226(m ) 34.39 42.25 369.45 291.91 ______total &ui 397.39 819.00 3959.10 3193.70 1123.54 Thb.4-4-9 Forest of atcamq tic wviframal of csidential aras alEN the alipunt in daily awrage In 2010

4 Wilt: DEJa 3 : X

farcCast irg mm daily valu amtritbution ratio place ra jt.epos- _ . _CD _ N exceed Kk exceed CD lE wk

104Yi ian 124+100 1.70 N 1.6-6 N 0.051 N 1.1 0 4 30.9

Sapin Siyidui 132f700 2.748 N 1.368 N 0.048 N r.2 0.6 46.6

Sanpin liudui K36450 72.2H0 N 1.377 N 0.074 N 2.6 1.2 64.6

Smpin Yidui K43+100 2.26B N 1.374 N 0.065 N 2.1 1.0 60.0

Cw crgngSidui X48+2001.16 N 1. 636 N 0.061 N 3.1 1.0 73.8

hng Ergwngcm K84+900 1.823 N 1.638 N 0.063 N 3.6 .1.1 74.6

Li vAmdu K141 3.229 N 1.619 N 0.05 N 09 0.5 41.9

Sibhezi JiEncai KI60f200 2. 501 N 1.469 N 0.047 N 1.2 0.6 l2.I

Sar~ggdiiansidui1063+600 2. 50i N 1.469 N 0.047 N 1.2 0.6 52.1

Jjinr6cR KI83 2.493 N 1.466 N 0.041 N 0.9 0.4 44.0

liabezi Erdai K215+OO| 2.131 N 1.776 N 0.044 N 1.0 0.3 36.4

3^5isbi Batunn k29F200 2.389 N 1.406 N 0.043 N 0.8 0.4 35.6

LiacdiNOi K134600 2..9 N 1.619 N 0. 132 N 0.4 0.1 23.6

He ug K16+200 2.434 1.620 N 0.036 N 0602 3 Tab. 4-4-10 Forecast of stmopheric rmvirwncnat of tesidential arcas alci the alig.mn t in daily awtrage in 2020 unit: m 3 ; X

I farecasting daily value cacributicn ratio place rc milepost . . _ _ CD_exceed IC exceed I NOX excW CD IMC MD

104 Yi_ib'a 1124+100 1.888 N 1.621 N 0.066 N 2.0 0.7 47.1

S&uin Shiyidi 132+700 2265 N 1.37 N 0.063 N 2.0 0.9 59.5

Sarpin liwlui O3&f500 2.315 N 1.388 N 0.106 Y 4.1 2.0 75.5

Sanpin Yidui K43+100 2.298 N 1.383 N 0.092 N 3.4 1.7 71.4

_az4ai Siclol K48+200 1.848 N 1.646 N 0.090 N 4.8 1.6 82.5

%ang Ergaucwunt 84+900 1.865 N 1.651 N 0.104 Y 5.6 2.5 84.6

Langzbxikmx 1(141 3.250 N 1.627 N 0.080 N 1.5 10 60.0

Shibezi Jiancai l160+200 2.531 N 1.478 N 0.074 N 2.4 1.2 68.4

S:gerigdiansidui 913600 2.331 N 1.478 S 0.074 N 2.4 1.2 68.4

Jingoaube KIS8 2.514 N 1.473 N 0.059 N 1.8 0.9 61.7

Jiabezi Erdui X215+1002.149 N 1.781 N 0. 0 __ 1.8 Q 6 5. 8

Womishi Batuwn 1239+200 2.408 N 1.:411 N G.im9 N 1.6 0.8 52. 5

Xiaadiuqlu 113+600 2.440 N G621 N 0.041 N 0.8 0.3 41.2

Heunbn1164 12.4B8N 1.6.24 N o4so N 2.7 0.4 52.6 Tab.4-4-11 ForeCast rcsults a ataxspheric awiraun:t at ucak hcur volut in rcsident areas alag the alignunt in .C;: r_it. 8/1

farstirng daily value .xntribition ratio

place nrm .ilept _ - , 0D excecd li i j exccedxc excedC D 1HN NOx

104 Yilian 124+1W 1.938 N 1.628 Y r. |ILON 4.5 1.4 65.0

Sanpin Shiyidui 712+700 2 362 N i. 39o N 0.136 N 6.2 2.9 80.9

Sanr:.-I-xliu: K3E&]. 2.417 _ 1.410 N 0.177 Y 8.4 3.9 85.3

Sanpin cut 1 K4;3¶.IOG 2.474 N 1.425 N 10.219 Y 10.5 4.9 88.1

Mngfaig Sidli i484+200 2.072 N 1.696 N 0.253 Y 15.3 5.1 95.7

gan8 ErgCglg i8449O 2.O00 N 1.677 N 0.200 Y 12.3 4.0 92.0

Liai,houbu 1141 3.290 N 1.629 N 0.099 N 2.7 1.5 67.7

Siheui JimnCai [1600+200 2.580 N 1.490 N 10.105 N 4.3 2.0 78.1

SangaVdiansidui 1634600 2.579 N 1.499 N 0.104 N 4.2 1 77.9

Jingiub Egg 2.190 N 1.673 N 0.091 N 3.9 1.4 69.2

Jiabezi Erdui Y15+100 2.236 N 1. 686 N 0.126 I 5.9 2.1 77.8 gcgishi Batuan K239+200 2.477 N 1.794 N 0.114 N 4.3 1.6 70. 2

Xiacdlipi 133+600 2.458 N 1.627 N 0.057 N 1.7 0.7 57.9

HcmnZbzar% K166+200 1Z.467 N 1.629 N 0.064 N 2.1 0.9 62. 5 Tab. 4-4-12 Forecast results of atmspheric alvirautnt at peak or volume in resident areas nlcrtg the alignient in 2010 uijt: nVw,p; X

farecastirtg mean daily valutc catribution ratio pLat. -m mile _post co exceed E exceed NW exceed CO Mc NOX

104 Yil . 1124+100 2.041 N 1.657 N 0.184 Y 9.4 3.1 81. 0

SamnpinSbiyidui 132+700 2.478 N 1428 N 0.234 Y 10.6 5.1 88.9

Sanpin Iiiui 136t500* 2 576 N 1.456 N 0.311 Y 14.0 6.9 91-6

Sapin Yidui [43+100 2.676 N 1483 N 0.389 Y 17.2 8.6 93.3

baregfcrngSidui [48+200 2.322 N 1.768 N 0.464 Y 24.4 8.9 96.6

Shag Ergorgam K84400 2.251 N 1-749 N 0.409 Y 22.0 7.9 96.1

*i l IanK141 3.444 N 1Y673 N 0.224 Y 7.1 4.1 85.7

Stibezi Jiancai [16-200 2.730 N 1.533 N 0.223 Y 9.5 4.8 89.9

Sanggiansidui K1634600 2.714 N 1-528 N 0.216 Y 9.0 4-5 89.4

Jingcibe K1I8 2.295 N 1.704 N 0.179 y 8.3 3.2 84.4

Jiabezi Erdui |K215+100 2.399 N 1.732 N 0.260 Y 12.3 4.7 89.2 gmayishi Bhttmn X129+200 2.610 N 1.832 N 0.223 Y 9.2 3.7 34.8

Xiadiwpa 11K13+6002.502 N 1.640 N 0.095 N 3.5 1.5 74.7

HenSANNE61(16+200 2.55 N 1.647 N 0113 N 4.4 1.9 44.1

______t _ _ _ _ _ - _ _ Tab. 4-4-13 Forecast results af atwopheric envircunt at peak how vluwe in resident areas alamg the alimnmut in 2020 miL: g/; X

farecastimg mm daily value contributie ratio place re milepost (D) eed _~E _. ceed Mc exceed CD Mc Nt

104 Yi I in 124+100 2.208 N 1.706 N 0.328 Y 16.2 5.9 89.Z3

Sazpin Shiyidui K32+700 2.635 N 1.476 N O.374 Y 15.9 8.2 93.0

Simpin I iudui 126400 2.791 N 1.521 N 0.501 Y 19.5 10.9 94.8

Sipin Yidui 143+100 2.593 N 1.567 N 0.638 Y 25.0 13.5 95 9

Cbangfeng Sidui 148+200 2.660 N I.n N 0.768 Y 34.0 113.9 97.9

Siang ErgIagcu 144900 2.561 N 1.844 'N 0.690 Y 31.5 12.7 97.7

Limegtiau 1141 3.613 N 1.725 N 0.377 Y 11.4 7.0 91.5

ibmezjJi'ncai U160'200 2.978 N 1. 608 h 0.447 Y 17.1 9.2 9.9

aegdiansidui 1.163+600 2.936 N 1.595 N 0.413 Y 15.9 8.5 94.4

Jingcubc 1188 2.473 N 1.756 N 0.332 Y 14.9 6.0 91.6

Jiabezi Erdui 2151100 2.6S7 N 1-70 N 0.4&7 Y 20.8 7.3 94.3

g~myishi Batuan 1K239200 2.820 N 1.86 N 0.409 Y 16.0 5.4 91.7

Xiaodipu 133+600 |2603 N 11670 N 0. 183 Y 7.2 3.3 86.9

j lnzh g 16+200 2.649 N 11-686 N 0.226 Y 8.8 4.2 89.4

.r * ~ ~~~~ ~ ~ ~ ~~ ~ ~~~~~~S

200

2' 2000 X 20)0

Fig. 4-4-1 Scopeof exceeilingslandaril of forecastingNOx concenslratlon In dlaytlmenormnnl volume of U-K highwvay. Tah. 4r 7-2 State of Road crossing

Wulapo- Xihan- Xizhan- ShihezW- Shaogshahe- Tot rojectl Xishan Xizhan Shihezi Kuitun Xizhan

trafficlAne s - 33 21 3 61

passwaytractor way 6 2 55 22 13 .98

Pavernt 7 5 105 86 12 215

Total 17 7 193 129 '28 374 separated . 1 - 3 inrter-interehmng _ 1963 dumgintachawe 3 1 6 -- 4 1 15

Totd 3 6 17 13 7 46

There are 420 forks along whole planning highway. the most proporion of which is tractor way and pavermentwhich a little effecton traffic. The interchange'scrossing with the higher grade highwayat present whichnore effecton present traffic. will be cosidered emphaticallv,see table 4-7-3. Consructing these forks project. particularly interchange, the special traffic safety staff umst be provided.and trafficsign must be installed,in order to trafi{csafetv and unblocked. suchas forks of Xiaodiwopu.Wugongtai. the westof Shawan. Anningqu.Bagang. Hutubi Mnasi Road of Kuitunect. 4. 7 5 Measures 1 As far as possiblelocal materialare used, forbidinglong-distance-transpont. espe- cialv, in carrting earth and stone- Of course, appropriatecentralized excavation cannot be ruled outt, for the purposeof enrironmentalprotection. 2. Havingconsulted with coinmunicationsand public security department. contractor woulddirect speciallytraffic in constructionperiod. Particularly, in these secrionsuch as Xi- aodiwopu. Wugongtai. the west of Shawan. Anningqu. Bagang, Huubi. Manasi Road of Kuimtnec traffic post wouldbe suengthend or set up. Under specialcircumstances. in these forks and otber forks, traffic safty staff would be sent or augmented. to disperse people and motors in these sections. 3. In construction phase of these forks. the traffic sign must be installed and the traffic safety staff must be provided. Makeshiferoad of constucjn wouldbe remained,-in order to motor's passing through. 4 Large quantitiesof concentratedtransport wouldbe away from ansport peak in pre- -103 - sent road. as far as possible in earlv morning or at night. S. Makeshift road of construction would used to the full. so as to mitigate effects on traffic. 6. Makeshift road would be constnrcted in land which hardlv was used for agriculture. Farmland. grassland and woodland can not be occupied. Tab. 4-7-3 Interchang's Grossing with the present Road

|tvpe NO. of pile Place the crossed highway

K14+900 Xiaodiwopo Wu-Chang highway (I)

K;99+400 Wugongtai Wu-Yi highway ( I ) separated K123SOO Wu-Yt highway ( I ) interchange K193+650 the West Wu-Yi high-way (I ) of Shawan

K1O-450 Anningqu Anningqu highway ( ) K34+350 Bagang Bagang highwav ( I)

interchange K85+850 Hutubi Highway of Railway station I1) K100+500 Wugongtai Hu-Ke highway (I) K249+150 Kuitun Munasi Road ( I)

4. 8 Impact of teiporal road

Because of the temporal road have feLlowgood point: (I)Temporal road take up the farmland. grassland as few as possible. (Z)Temporal road is far awav frow residental area (at least 200m). (3)Temporal road dosen's pass through the sensitive point, So, the temporal road impact is vary smalL the dust and noise impact is vary slight.

4. 9 Risk Analysis

Risk analvsis is directed against anv kinds of potential harms of U-K highway project to human health and envtronment during construction and operation period .and to pu: forward preventive measures against risk. It includes the followings: 4- 9. 1 Constructi- Phase 1. In view of high grade- strict qualitv requirenment. much manv specific items and bad conditions in construction. it is suggested that the owner select the contractor by wav of in- ternationalcompetitive bidding who is able to complete the project both beneficially and em-i- - 104- ronmentally. Rules for ve:stingquality are required in the whole construction period. 2. Land requisition and resecdement shall be done suitablv in accortdancewith policy concerned and agreement reached ini public involvrnentso as to avoid social problem:sand inter- fering with construction process. 3. Dangerous dnving conditicns may be formed because of crowed vehicle and seriously mixed transport caused by trandportation of constru.:tion materials. In the sections that existing roads are used for transportation of construction materials. adequate actions to direct traffic shall be taken when roads are jammed. Efficient lighting equipmenttsand safetv siags shall be n:stalled on temnporaryroads to get rid of accidents. 4. Blasting work is dangerous to constuction workers and residents nearby. The work amasses%in the Yamalik mountainous section. 2km in length. Blasting time, signals and guarding tines shall be stipulated. People. livestock and vehicles in dangerous areas shall be excavated before blasting. Management and usage if blasting materials shall strictly follow safty requirements of public safetv der irtment. Besides. the area where this section located. belongs to stratum of coal measures. some places have been mined and most of them have sunk to form pits which were only filled by loose marerials. The dangerous areas shall be de- termninedbefore construction to avoid danger to construction workers and equipments. 5. Education and management of job -safety shall be strengthened. safetv regulations concerned shall be strictlv obeyed in the section where accidents are probably occur. Con- struction workers and equipments shall be strictly prohibited in the easilv sunk areas deter- mninedwhere Yamalik section located. Work of removinghigh -tension lines in thunder and lightning shall be forbidden. Education of hygiene. prophylaxis and treatment of disease of construction workers shall be strengthened to avoid disease spreading or infecting between workers and local people. 6. The great quantitv of unlocal construction workers may cause adverse impact on environment. Education of professional ethics and environment management are required to mininize this irnpact- ()Construction camps shall be suitablv selected ©Materials such as oil and paint in goods yards and mnixingsites can pollute soil and water. good operitions methods are required to avoid accident leaking. ®3Facilites along the alignnent such as uneerground cables. petroleum pipeline. irrigation channels and railwavs are stnctly forbidden to be damaged so as to prevent economic losses. In the section wbere concentrated irrigation systems locate, the construction schedule shall not be concurrent with the busy irrigaticr. se.scn. otherwise, the whole irrigation system may be affected even if part of them are affectet:. and the agriculture production may be futher affected. ®In the section where livestocks transmigrate. heavily noisy work shall be stopped to avoid confusion of transrnigration when livestock are passing through this section. ®:In the section located in farmland, crops and cultivated land bevond requisition scope

-105- are strictly forbidden to be damnq' a - advoid trouLles between the farmers and the con- tractors. 7. Eight rivers U--K hi'hwa' wi:! c ro- J:L wvandering ones which lead to damages to

Ehe prese-nt bidges and emba' ents 'r. LIe ends of bridges, flood can be fromed two times respectively i.a spring freshbet ana autumn rains. In the construction of bridges and culverts in these sections. rioropriatvw> protective nreasures shall be taken to avoid unnecessary loss. 8. Constrw-tioz. of grade seperations in eight intersections berween railway and U - K highwy (induding Snangshahe -Xizhan connective line) shall be oordinated by railway dc-

parmnent concerned to avoid disturbance or danger to normal Oper . iL: 'f railway. 4. e. 2 Operation phase The risk in operation phase is directed against traffic accidents e -aking of dangeron rnaterials which are harmful directly or indirectly to people and envirc ..meat. Because U - - K high grade highway has the advantages such as perfect facilities, wide field of vision, less winding course. reducing the effect of accumulated snow. avoidance of mixed transport and avoidance of disturbance caused by crossing of people . livestock and vehicles, the traffic accidents will be lower in comparisie3n with the F.:-sent highway. Accorca: - to foreign mraterials, tbe craflic accident ratio of high glade highway is 25 per cent of t-.,t ordinary highway *vith one way traffic of double lanes. The operation references of ten expressway put in use . CE na indicate that the traffic accidents -re obviously lower than those of their fonr.n.

ev,n ii the driving speed is nigher and the =:aaic volume4 are larger. In the operation. period frorn July 1974 to October 1980 of Zhougshan Expressway in Taiwvan, tne traffic accident ratio is nnlv 0. 14/1' O vehicles. km. the analysis of traffic accident causes indicates that. among all traffic ic'idents. insufficient distance between two neighboring vehicles accounts for 28. 95 . imrr:roper change of vehicle lames accounits for 23. 6%. tire bursting accounts foi 14.

A ,.rnechanical failure accounts for & 2% . furiou s driving accounts for 6. 4 , fatigue driving accounrs for 3. SYa.driving when runk accounts for 1. 7% ,improper loading accounts for 1. 6 % and others accounts for 11. 4%. It shows that the accidents cLused by violation of traffic regutations and poor conditions cf vehiclz account for gre; -er part of total accidents. As reference. because the technic'ue stanaIrds and safetv facilities of U-K highway are guaran- teed. the traffic accidents oi U-K highway can be rduced by means of offective mesures such as managerten: of vehicles and traffic sa{etv. improvement of technique quality of driver and strengthening education of sale and civilized driv.ng. The probability of suddent accidents such as leaking of dangero3is anc' po-onous mater;als is small, but the importance must be attached, because the har.rfulness is mrc:- serious orce this kind If accident occurs. Poentialy dangerous materials transported include corrosive mterials (e. g. acid and alkali) , active materials (e. g strong acid and alkali) and poisonous materials (e. g. heavy metals . agricultural chemicals . solvent and petroleum-base fuel), ect. These mteri-ls can *o.n ocison ac-umulkion u. etnvironn-en: arn; fcA ;na;r. Accordin.g to OD inv-asr;gaon on; pres2r.t i - K 1 ighvay in 1992. -az ig LSe rx terials transport-ed. petroleuai .m2nmiy refined

-1s, - oil) accounts for 21. 7%. mineral builciing materials:account for 5. 95%. cement accounts for 3. 73%. chemical fertilizer and agricultural chemicais account for 3. 58%. nonmetallic mine accounts for 1. 77% and metallic mine accounts f4 0. 94%a. The environmren and human health may be harmed once the accident of transporting these materials happens. In vi-w of agriculture and animal husbandry area makes up 70 percent of the region where U-K highway passing through. the accident mainly harm the agricultural eco - system. Petroleum transportation in this region constitutes a bigger proportion, tdi freight volume of petroleum among Urunqi. Changji. Hutubi. Manas, Shihezi, Shawan, Kuitun. IK;amay and Dushanzi constitutes 85. 56 percent of total freight Volume of petroleum. and the freight volume of petroleum on the new highway vill increase with the development of petroleum industry in Xinjiang. In the transportation of poisonous chemicals, agricultural chemicals constitute a certain proportuon, they are divided into six types: insecticide miticide. germicide. nemato- cide, herbicid and raticide. Their toxicity can be classified into four level: particular. severe. heavy and medium on the basis of toxic effect on higher animal. The major cause for the traffic accident o! the present highway in winter is the accumulated snowvon road surface. Adequate measures such as limiting driving speed shall be taken to avoid accident before the clearance of snow on road surface. The bad fog is another major cause for the traffic accident in winter. measures such as close of the highwav during bad fogs shall be taken. In order to limnit the scope and extent of harmful accident and mitigate the loss and harmfulness. the following measures shall be taken: (D)Set up a contingency command organization of U-K highway. The organization shall be constituted by leader from adninistrative deparun"nt of U-K highway and leaders from subordinate offices of fire -fighting, envircr.nent protectior and safety, which is in charge of working out contingency plan. organizing contingencv team and inspecting hidden dangers of major accident. (2)Work out contingency plan The plan shall indude the duty and task of the organization. alternatives of contingencv techniques and treatment procedure. disposition and distribution of equipments guarantee and deployment of manpower and material resouces and monitonng of accident develop- ments. (3)Disposition of contingency equipments Small-sized equipments for contingeny treatmen -f various accidents such as clearing and retrieving equipments shall be provided.

- 107 - 5 Analysis of Partial Alternatives

5.1 Comparation Principles of the line Plans

(-)According to the project features; the natural conditions and farming, forest arrangement in Xinpiang. thinking about in invironamentprotection, how to choose the line. the, principles are below: (D)Main lines of national highway should be in smooth, fast principle. short distance. cutting construction investment, and transportation cost. (2)Try to avoid the areas of bad 'onditions in engineering geologv and hvdrologic geology. (3)Try occupy farming land as little as possible. Keep clear of farming and forest field. If vou have to do so, occupy the lower-class in stead of highet -class land or grassland. (4)Try to keep av--s from dense population. schools. hospitals ect. Try to match the plans of towns and -t-es. That's near but not into, away but not far, convenienf but not dis- turbing. (5)Try avoid or go arounedrelics. historic site ect. for example. historic graves, becon towers. (6)Make a good deal vith the relaticnship of various important insrdllations present and drafting avoiding the disturb :ne another e. g. railway. high -tension network, petroleum pipeline, underground cable. large scale enterprises and mtlilitaryinstallations. (7;Try not to occupy some special land. e.g. minorities graveyard. mosque etc. (8)Try to cut irragation network along as little as possible. (9)Try follow the direct motion of the leading wind. (IO)Try to more fewer inhabitanis and the like.

5. 2 Axalysis on Each Atlerntives

1 LUrunmi transit plan of U-K highway: The begining of U-K highway located at WulaPo. the southern suburb of Uruznqi is link2d with the draft highway of Turpan-U- runqi -Dahuangsban. Here are twoplans while passing Urumqi: (DINew transit plan: Th begining is at WrliaPo. connected with the south section of T -U-D highway. It goes to the northwest. passing Cangfanggou highway at the west of Er- shidian maintenance squad. lThen. to the north througl the place 2 kilometres awav from the west of Yamalike mountain. crosses Xishan highway. Continuouslv. to the north. crosses over the railway of morth station. Then. to the west , over Xlzhanrailway, it goes to the -108- north of west station of Urumqi. linked with the joint line of Shangshahe-Xizhan. The new transit line is 29 kilorctmes long. (2)Cbange and make use of the prcsent transit line: The preseni transit line is from Wulapo. cement plant. South station, the mouth of Hongshan. Jiujiawan. to timber mill. 23 kilometres long. Compared with the present transit. line the new uransit plan can avoid the distrubance between national main line and citV traffic. The line's direction is smooth and quick with less pulling and moving. In the prinicile. 'Near but not into the citv', the new line can not onlv make a good use of the present highway but also play an acuve part in the nmarchingof U- rumqi. It's of little environxnentpollution. mwallamount of inhabitants nuxion. So the new cransit line is recommended. 2. The south north plans from Xizhan -Wugongtai (D)The south plan: It starts from the intersect of Xizhan, along the south of Sanping open district. through to place 2km away from the south of Sanping farm. niver the place 8km away irom the south to Changji. It goes west over Shanr r-he river and goes northwest along the place lkm away from the north of Kelamavi-Urumqi petroleum pipeline to the place 4 5km away from the south of Hutubi county and runs side by side with Changji - Hutubi second-class special highway to Urumqi. The whole length is 62. 675 Kilornetres. (2)The north plan: it's at the northern side of U-Chang first-class highwav. begining with Urumqi airport. connecting with the joint line of Shangshahe-Xizhan- It goes west through Urumqi social welfare. May Day farm. over Toutunhe river near Liugong village, through the place about one kilometre away from the north of Changji citv. continously to Yushugou village, crosses ove the Chang-Hu second-di'ss special highway and goes side by side with it. The highway will be set up by stages. It goes Wugongtai. linked with the south plan. The length is 64. 689 Kilometres. Compared with tle north, the south plan has the following good points: a. The inhabitants is relatively scattered. In the north areas it is dense in population a.. -ne resettlement work is greater because it goes through Urumqi social welfare. mental hospital B. There's less noise and fewer atmosphere-sensitive places. Not hasing specially pro- tected areas and many populations, the construction wvillcause smaller loss of environrment with less investment for protection. C. Smooth quick line. reasonable direction. good geology conditions. d. The line arrangement matches that of towns and cities along the line. e. Be convenient with little dust. The line is basicallv to the south of towns and cties a- long the line, in the range of flood before mountains. It has good geology conditions. Cubic metres of ea-ch and stones won't affect towns cities. In most sections earth and stone can be obtained in the right place. So construction dust won't do any harm the people. The south plan is reconunededc -109 - 3. Shihezi Section Plan: Shihezi is one of the biggest controllers along U--K highway. If the highway passes Shihezi. there're two plans. the south and the north (l)the South Plan: Passing by Wugongtai the line runs through the place 5km away to the south of Manasi county. It crosses over the special railway for Manasi electric factorv. At the south of North Xinjiang railway. it strectches toward northwest over Manasi river. then to southwest. over the northern railwa,v. to the south about 4km. it goes west along the railway. It ens at Xinghuo commune of Shihezi. It's 32. 4km long. (2)the North Plan: Passing by Wugongtai it runs through the place 2. 5km away from the south of Manasi town. then if stretches toward northwest and crosses over the special railway for Manasi factory. Urumqi -YiIi highwav and Manasi river. To the north of U-Y highway and the south of artillery regiment. it goes to the north of Shihezi to the south west. then over U -Y highway and the railway of North Xinjiang. it joins the south line. The whole line is 35.95 Kilometres long. After actural investagation the south plan is superior to the north: a. The farmxingland used in the south plan is much less than that in north plan. The land along the south line is lower-class land. with thin cultivated horizon, lower amount of organic matters and poor soil fertility. And the north is rich in soil with certain scale forest network of farmningland. b. There is little work in resettlement. having a small popu!ation. It's also convenient for constructon. C. A little dust pollution to Shihezi. Carrying the large amount of earth stone cubic will inerease th pollution of dust noise if the north line plan is accepted. d. The south project with good geology, is convenient for carrving bilding materials. Most sections can do it at the very site. So. the south plan is reconmmend. Par,ual economniccommentarv, working conditions. project comparation of each plan can be seen below in the tables from S-1 to 5-3.

-110- Tab. 5-1 The Total List of Eah Plan's Economic Commentary

\t.m ENPV Plan ; :EIRR (ten thou- N(venr) EIRR EBCR sand yuan)

.south. using the g. . 13.79% 381669.84 11.18 24.46h 2. 77 cecond speical lme

-h soith. using 12.91% 358004.63 11.57 22. 81% 2.64 ha a new build up ges the middle 12.50% 365526021 11.40 23.00% 2.73

the north 11. 88% 340190.91 12.11 21. 99% 2.56

The bench mark rate of financial affairs commentarv on this project is 1. 98%. with dynamic charge used. Financial affers comnmentary on each plan is see below in table 5-2. Tab. 5-2 lbe Total List of Each Plan's Econonic Commentary

im ENPV ! Plan\ FEIRR (ten thou- N(vear) EIRR EBCR sand vuan))

isouth, using the sonth. uspicg te 311040. 00 18. 35 6. 49% 1. 75 secondspeical line

south. using 297949.57 18.30 6. 32% 1. 73 -haa a new build up ges the midde 300774.00 18. 24 6. 50% 1.75

the north 326074.43 18.25 .66% 1.78

- 111 - rab. 5-3 The main projects in the 3 plans and its cat of investment

j.id& (fir -ds atih(u the hmro unit *r wse (ke seos d senew SpeciJ Km nNai 5pecu lin _~~~~~~~~~~~~S line

Comnmnicuien.2M.0 one 'dy 4FZ74-45608 48Z74-4S608 5u8*I- 50757 5032.7-51106

l_nq _ km 63 60 66.55 64. 4S 64. .G

romdbndfined 3 7622. 946 7810.186 7539.401 8919. -89

eccopied l_- me 8744 7249 7214 6690

qu1_a road 1tmmmodaM! 1315.156 1450.742 1344.107 1436. 082

big bride ioae 630/3 630/3 665/4 66514

middle bridge _/GM 42/1 84/2 227/4 227/4

aI bridee m't- 71/3 119/6 106/6 162i8

e 1 -- m=- 312 35. 319 382

mtciha-ue plow 44 4 4

iatercb1ge dace 6

inestueam tea thne 1116310. 15 119205.44 121317.55 12821 20 j tac,is_ *a nm2 (136099. 1,P) (143674. 59) (14578f. :O)

avrae ca ten thus Z016. 98 175Z. 52(2045. 07) 1821.32(2195.18) 185.e08(2753. 27) pF kimomere and yun

EJIRR 22.81 23.46 00 21.99

112ti _= 1

- 112 Chapter 6 Environ mental Impcat Assessment on Branch Lines

ief Discnpation of the Feeraer higlhway

1 Xishan feede. highwav Xishan Highwav is now a second grade highwav with mnixed vehicle. The highway is of little maintain and service, serious streetazition. no good degree of smooth of roadsurface and low traffic capacity and safaty. Therefore, vehicle running effect considerablv on the in- tegration radial noise of the environment along line. The feeder will be reconstrcuted as the standard of I grade city road. Its design technical index see table 6-1-1. Tab. 6-1-1 Major technical index of Xishan feeder highway prnject

Item )Xishan feeder length(ln) 4. -37 highway grade I grade of citV main line Calculation of driving speed (km/h) 50

total width of the road bed (m) Z9. 50

minimum radius of no over-height 600

maximum length-wide slope ( %)

visual distance of parking (m) 70 Iradius of ininumum convex vertical curve Cm) 1800 radius of mninimum concave vertical curve (m) 1500

6.1.2 Changji feeder higiiway Changli feeder is now I grade highway from changji to Sangon township. Area along line is the agriculturial irrigation area with smooth terrain. Except for section of no 2km from city districts with streetazition. other areas is no noise-sensitive buildirds. This feeder will be reconstructed as I grade highway standard and taken for U-K link line with Changii C:ty. Its length is 8. 701m. total width of the road bed is 12. Om. maximum lengthwide slope is 5 Yc. calculation of driving speed is 80km/h and visual distance of parking is I1Om. -113-

'4- 6.1. 3 Manasi feeder highwav The starting point of this feeder in south is 1J-shaped" fork of the railway station, its terminal point in north is county seat of Manasi Whole length is 5. 893knL Except for the terminal point section in which the about 700rn length will make use of existing grit roadbed. other sections is new highwav through agricultural irrigation area. which is no noise -sensitive buildings. This feeder will be constructed as I grade lhighway standard. Its width of roadbed is B. Sm. maximum length-wide slope is 6%, calculation of driving speed is 60km/h and visual distance of parking is 75m. 6. 1. 4 Shihezi feeder highway i This feeder belongs to necessary system of Shihezi separation project. Its starting point located Shihezi interchange separation of U-K highway. Its interminual point link with U- Y highway. whole length is onlv 2. 52knL This feeder will be constructed as I highwav standard. Its roadbed width is 12m, maximum length -wide slope is 5% and calculation driving speed is 80km/h. Except for the undertaker's of Shihezi city. Tuixiudu of Gongsituan and the powder station ot cement plant. areas along the feeder is no roise-sensitive buildings.

6. 2 Noise impacts forecast and asessment

6. 2. 1 Determination of assessment index and section of forecasting model (otit) 6. 2. 2 Deter,mination of paramenter 6. 2. 2. 1 Ratio of automobile model patten see table 6-2-1. Tab. 6-2-1 automobile model ratio

pattern small medium large

35.14 37.41 27.45

6. 2. 2. 2 Paramenter of various pattern see table. 6-2-2. Tab. 6-2-2 parazeter of various pattern

Section small medium large

Xishan 1.2495 1.2238 1. 2141

Changji 1.0565 1. 0590 1. 1429 Manasi 1. 0632 1.0681 1.0996

Shihezi 1. 1916 1.2473 1.1556

6. 2. 2- 3 Traffic flow

-114 - Tab. 6-2-3 Trafic fow of feder highway (MTE/day)

2000 2010 2020

Xislan 8016 12283 17002 haCngji 2250 2700 4420 Shibezi 1025 6032 12501 Manasi 144 243 873 The trEffic flow is defined by the convertion into the traffic flow per hour in day and night of the daily average traffic flow, see table 6-2-4. 6-2-4 Distribution of traffic volume of various feeder highway of U--K highway; (number/bour)

forecasj * section tigiea ame small medium I large otal ting year IIr

2000 day 281. 8 153.2 56.6 ______nighht 140.6 68.6 24.2 Xishan 20104SF day 431. 8 234. 7 86.8 Xishan_2010V night 215.5 105. 0 37. 2 2020 $F day 597. 7 324. 8 120. 2 night 298.2 -:'5. 4 51.4 2000!$: day 93. 5 o9. 7 16. 9 2000_ night 10.6 5. 9 4.8 Changji 2010 4 day 112.3 59. 6 20. 3 night 1 12 7 7.0 5. 8 2020 V day 183.7 97. 6 33.2 ni2zhr 20. 8 11. 5 9.5 2000 4 day 5. 9 3.2 1. 1 night 0. 8 0 4 0 2 Manasi Manasi 20104-20104 ~~~~~day 10.1 5.3 1.9 night 1. 3 0.7 0.4 day 36. 2 19.1 6.8 . 0204 night 4. 6 . 6 1.4 2000 $tF- day 36. 8 19.2 7.8 nieht 14 1 9. 5 2.1 Shibezi 2010+-Ikrl~ day 222.3 113.1 45.6 night 85.2 55.9 12.4 2020V+ day 460 8 234. 4 94. 4 2night 176. 6 l lS..9 2.62S.6

6. 2. 2 4 Automobile speed See table 6-2-5.

- 115- Tab. 6-2-5 Autooobile speed in seoiie phse (m/h) Section (grade) Xishan Ca6ngji Manasi Shibezi patte rn\ ( i ) (I) (Y)

so ~~70 60 7 small ; 50 70607 rnedium so 60 50 60 large 50 s50 45 50

6.2.3 Noise Forecasting Results of mariousfeeders 6. 2. 3.1 Xishan feeder highway * The nise forecasting results at different disunces away from roadsides in service phase in various forecasting years see mble 6-2-6. In day. mean yariv values in various forecasting years will be not exceed the standard of 70 dB(A). At night this values exceed the standard in various years and its range is within lOm away from roadsides in 2000; within 20m in 2010; within 25m in 2020. 6. 2.3.2 Changji feeder highway This forecosting results see table 6-2-6. In day, there will do not exceed the stadard of 70 dB(A) in 2000 and 2010; there will emceedthe standard and its range is within 13m away from roadsides in 2020. At night, this forecosting values exceed the standard and its range is within 7r away from roadsides in 2000; within 12m in 2010; with in 25m in 2020. 6. 3. 3 Manasi feeder highway This forecasting results see table 6-2-6. Its values will do not exceed tde environmental stardard of 70 dB(A) in dav and 55 dB(A) at night in various years. 6.2.3.4 Shihezi feeder highway Its forecasting results see table 6-2-6. In da,v its values do not exceed the standard in 2000 and 2010; its values exceedthe standad in 2020 and its range is within about 7m away from roadsides. At night. its values will exceed the standard anD its range is within about 7m in 2000; writhin about 27m in 2010; within abouE40m in 2020. 6.2.4 MItigation measures It is s;ested that use of land in sides of the road be controlled strictlv. Except for the land for commerce- the noise-senstive buildings will be allowed to set up (eg. hospital. school. residenral area ect. ) witiin 30m awav from roadsides along Xishan. Changii and Manasi feeder (within 5Omalong Shihezi feeder). with regard for the growth of naffic flow in-future At present . arta along Xisbhafeeder highway have come to streeaziuton ted As maximum exceeding value of noise-senstive buildings is 5. 0 dB(A)in addition . buildings structure is double window and door in Urumqi and its soud insulation volume is about 10. 0 dB. for exsisting buildings awav from roadsides. the effect of noise on it is little. Along otber

-116- feeder highway. now there are no noise nsitive buildings. Tab. 6-2-6 Noie foremtig rmolts la VWs teederhighaji in diffe9_t year _ -. -- - _ 2eee a 200Nm oeo11 a awe 2eta z o

le. _-_J____ -I ' L -__-1 I6

_a 60. 43o.e3. $a oL6.1 6 .6 is 506 6L.4 | J 7.5 61.J 20 sg.2 47.3 60o 4L.7 CZ I SeB _ _| 2a ss2 4L 63LO l S 6 1 Sq 7 n 5SLO 4L: 1LI 47.2 *LO 4Ll -2 541 47.2 1.3a SL.0 4s.0 SLI1

_3 57.1 44.3 7.37 . 66.0 43.0 _ 3 S1 4$7 6L. 137 440 S4.

______35 16S.: .zs si.. 44.7 532. 44. _____ 35 12. 344.6 60.0 52.5 41.2 12.7 40 5L 5 4LI S 43 43.7 S1.. 44.3 40 1 S. 4L8 533 I 1LS 8 .4 S47 45 14 I 4L I S16 42O. 517 443 43 S1* 41.9S L4 5a. 0.761 12I3 =______50 4.2 4.L I S5. 42L.O57.11 4_.1 so 50L. _1 1 6L. , Q.1 3 .0

______1SS SL.S 464 S44 4.L3 1S I 4L.4 SS 43.7 41.4 57.4 4* I 60.6 S2.' 6so 53.7I__ S7 P 4 56. I 4_ _ _ so 4-63.2 .7 4 43.4 6L I S11. 6s 12.6* 3 S41. 40. 1SS 42.1* 41 47 741. o 6.4 47.3 53.6* 4______7 70 1n 1S14 5L0 3.4L 1S3I .1 -n 70 sL s2 s s.0 o 47.2 sq. I 5. LS SI._ 37.3 SL. 3.3 SOL.7 41.9 n7.8 31. SS,6 44.5 5s. 43L3

_8 51-4 37.4 1I-2 3. 5 4. 40.4 a 47.4 31-4 sS.2 41 1 S.3 43. IS 1.0 3e43 S1.a 37.3s S4l. t.0 aSS 47. I37.9 5S.3 4L 6 S3O 4Le s0 50.7 364 SLSL 37.1 S1S 39.4 __4._ 3 47 37.4 S4 . S 4. S17.6 43L SS 0330J sl. 3 3 53.3 3LO I1 4.64 17.0 1 41 44.? S7. J 47. ice S1O. 3 se6 3.3 S S4110 3.6 IW 44.1 3S6 S1.3 4 43 S7.0 47.4 rh1 5 2 7. 7 I5.1 3.S K 4.16S _ 5 51 41.4 54O 44.4. 1S3 51.0

10 4LL 53.7 6LS S7. 6 6L. 1 _ _O 10 43.3 37.7 U1.2 40 7 4S.3 47.2 is a606 S14 . c4 1S4e1 1 7.4 15 44. 33.1 42.2_ 36- I 1 9 44. 2e St53 S0 S0 Q6 S4 7 62 I SL I 20 45.4 33.1 47.7 36 134 142. 25 SL7S . SL7S3.1 *:0 S4.3 25 4L'. 3 S. 44:.3 33 2L.1 41.0 3J SL 0 S&; S3= W.1 6LS2 S5L 30 43..2 30 1 43 33.LI S2.1 41.1

35 57.1 4L3T W13.1Si.6 6a SL _ s4 S I_L * 4L3S.3 14:. S3 2 3LS

__ 1S3 . 43 S3LS S3a S1. 5.2 40 4LS 27. 43 3 49.4 37.4 45 S51I 4_. s73 s 6 52.31 SL4* S e 31 4 I 3J S Sa 1LSS 47.4 S7.4'. . 5.LS IS.7 SO 45:6 I0261 L 42 5 21 I 4L I 31S7

______SS 15S I 4. s1S. 41. I SL J3 1 I _S 33 I 2S 3 41.9 21. 47. S S3.9 60 SLs . S16 '.1 17.3 49S g. 31 26 41.-14 27. 7 a.70 3.2 13 S242 45 _14 S7 S 4*3 65 336S74.0 40.3 27.0 4 S ]1 s_ 70 S33 45 .1 SS7 47.0 S7T-I 434 70 3.L 23.4 4*.1 2.4 41 1.3 S 7 S3L. 44.4 SS31 44S S147 47. 75 37.7 2 I 400 2S.3 4S.SC so sL5 44.1- S53 44.0 544 47.4 soe =3 22.3 3936 253 4.2 31. Is S_ 3 3 6s4S 456 0 <.7.0 5 X4. 711. 35-3 24.3 44.9 31.3 90 s5 4 433 143 45 .1 ss 7 44. S_0 36. 21.3 3.S 2 4-SS3 3its

SS_ SL_ 2.1 42.3 54.0 447 1S.4 I14 I 33 313 31 2233L .? 14 700 51.3 42.5 _ _ 4I 4 SSI 45 1 15S 20.4 3.2 23 5 43 S 0 -" le _SL _g-tiM e wm A(mJmW. ' mmg wmL.qf(A). AL

6.3 Forecat ad _esme of Atuoperk emvmsiimpat

6.3 1 Forecast of pollution soumes The ifoeas g results of air poluti sorcs under peak lhour. dav ad mean traffic flow in 4 feeder bighwavs see tabKe6-3-1-6-3-3. -117 - 6. 3. 2 Forecasting results of pollutant concentration under peak hour traffic volume Under peak hour craffic volume, the forecasting results of air environmental impacts see table6-3-4. The results show that in 2000. concentration of three pollutaLntsin tail gas do not exceed the standrid in 4 feeder highwavs. In 2010. onlv NOx concentration exceed the standard within ZOmawav from roadsides in Xisban feeder. when wind direction is vetical to the lMighwmyand its maximum one-time values is 0. 177 mg/ 3 . There are not exceeding values in other feeder highwavs. In 2020. concentration of CO and THC do not exceed the standard in 4 feeder highways. NOx concentration exceed the standard in Xinshan .and Shi- hezi feeder highways, its uxiumu concentration values of 20m is 0. 246. and 0. 177mg/m3 and its range exceeding stndard is 60n and 40 n. respectively. 6. 3. 3 Forecasing results of pollutant concentration under general day traffic volume Its results see table 6-3-5. Under general day traffic volumne,the one-time concentration of three pollutants do not exceed the standard in 4 feeder highways. in 2000. 2010 and 2020. In 2020. or the heavy pollution period. maximum one-time concentration within 20m away frm roadsides: CO is 0. 294mg/m', THC is 0. 061mg/m', NOx is 0. 104mg/mr in Xishan feeder; CO 0. 088. THC 0. 018. NOx 0. 11J in Changii feeder; CO 0. 017. THC 0. 004. NOx 0. 006 in Manasi feeder; CO 0. 215. THC 0. 044. NOx 0.076 in Shihezi feeder. 6.3.4 Forecastation of impacts on air-sensitive areas There are no special air-sensitive areas along 4 feeder highways. TIere are some residental areas. due to these feeders link U-K mam ine with cities and towns passed by the highvway.In service phase. three pollutants of tail gas will effect on air environment along feeder highways. There is street of old citv proper along Xisban feeder, where a qualiry of residental point have been se up . But irs mean daily concentration will not exceed the standard in 2000. 2010 and 2020. Along Changj feeder. there is a section of street near Changji city proper, its pollution concenuation will not exceed the standard in different forecasting vear. Along Manasi and Shihezi feeder, no the centratized resitental areas are sidpersed.

6.4 E4nic _ impact

6. 4.1 Land occupation Land occupation of 4 branch Linesof U-K highway see table 6-4-1. Tab. 6-4-1 Land occupatia im feeder k*gways

h d 14a

.Ko-M*"6 E 101 mm 7. 7._05

C_D K_O0-S700 ___ 14430 1MO4310 wk_ Ko- ID-K-1S+1.13 _ a mm 9.350 L 2613 10. 533

.i£ Swi.-. .C 01 i437 L 7 0.4L3 3 3.3145 L 5234 'auui j |Q1C7 ;5.SV LhE U.1 3 .S7

-118- Total occupied areas of various land is 38. 5072ha. Among it . waste land is 25. 5276ha . wildland is 11. 22ha. count for 66.29% and 29- 14% ii total occupied land. sum up to 95. 43%. 6. 4. 2 Re:.ettlement The removing houses and the effected people see table 6-4-2. Tab. 6-4-2 the rmoving houses in feeder highways

cOma KG+400o-KG+'UO serge miuiP IUO.:US s 6

W- £KS+400-KS+893 13 -To tmdh 30/9 - -

KS+3O6K-K+138 s6MI townsi Lngw.t 657.13 - 13 toal S637.107 5 19

6. 4. 3 Impacts on agriculture A few farmland -will be occupied along feeder highwavs. sum up to 25. 5276ha- So. it will produce hardly impacts on agriculEurial production.

-119- Chapter 7 Analysis of Economic Profit and Loss of Environmental Influence in the Project

7.1 Estimation of losses imconstrction and operation

period If any environmnental protecuon measures ware not taken. the natural environ- tent along the highway would be polluted hence the health of inhabitants along the highway would be,harmed.and th. production ,Jiving vmaterudiswould suffer losser. 1. 118ha desert grassland and 754ha faruaand will be ocoupied by the project. 283337 trees will be cut.it means lossing 3 million yuan(RMB). 2. Losses made by pollution on people's health. There are about 24500 people in the evaluation range If the half of people in evaluation range are effected by project.their health will be done harm on by air poUution and traffic noise due to the project.

F= SL+ R/tP+ tK .- _-I *_1 where L-dilness caused by environmental pollution,and loss of production K -illness and death caused bv environmental pollution,money paid by socal welfare funds. M.-cost of treation the invalids because of the environmental pollution .carried out by health care departmient. Assuming that the inhalbitants who have labor abilitv. loss lOOvuan for each person in periods of illness; Assuming that the money paid by social welfare funds because of ilness caused bv poilution is 20 yuan for each person, Assuming that the health care cost for each person is 40 yuan,Based on the about estimates ,the total cost of loss made by pollution of inhabitants health will be 2.64 millior's yuan. The other:If any environmental protecion measures were nto taken .the highway have isola- tion to inhabitants along the road that effect people general working and living arnd produce demerit effect on the quality of herbage- Tle pollution of noise and dust will effect livestock. the effect on the transhumance

7 2 luvestment estimte of environmental

1- According to the disciussing results-of assessment aid design and indirece units,direct invesunent of environmetn asures of the puoject is as follows

-120 - Tab. 7-1 investment of environmental measures

cost |Yuan(RMB) (10.000) item ~~~(°°° Afforestarion enineering 340 sound mers 30 salarv and moittoring cost 50 water truck 20 equipments 40 wateTinn 20 training 5 unexPect, cost 20 Total 52S direct and indirect investmentis 5.250,000 yutn.annual average is 250000 vuan. 7. 3 anlysi of Environntwl Economic! puofit and loss 1. Comparsion between environmental protection investment and basic construction investment. The total investment of U-K highwav projt is 4. 88 billion vuan while environmental protecuon invesment is 5. 2 nillion vuan.only a verv small proportion of 1. 4%oof the total investment. It indicates that the environmental mitigation cost is not a main part of the tatal imnvestment. 2. Social benefit:U-K highwav project.will bring grant push forward to social economy in the region along the highway. produce politive factors for to rich and free form agriculture. that can be play a important role in proveting economic and culture development along the road egion.After construction .the traffic accident will be reduced.the condition of commuzii- cation will be imporved-the people along the highway will rapid develop their tertiary industry and add up economic ircome. 3. economic benefit of annual environmental protection cost. The economic benfit of annual enviromnental protection can be expressed bv the ration of re- trived econornic loss. because of errnvironmental protection expense. that is.

F,- Where

Es-economic benfit of annual environmental protection cost. S, -econmic value of retrieved loss .i .e .direct econmic bernefin H-annual invested environmental protection exp-s.se. After caculation.after taking effective environmental protection measures .a direct economic loss of 2. 64 million at least can be retrievved every yuar.and mush indirect econmic benefit and unestinatable social benefit can be achiveed. As is calculated above.the annual operation cost of environmetal protection 256000 vuan.tbe economic profit of annual environmental protecetion investment is 10: 1.

-121 - Chapter 8 Environmental Monitoring and Controling Plan

8.1. Environmental monitoring plan 1 Monitoring Organization During the construction and operation of the highway,the project supervision departmemt is responsible for nitoring work.and enrtust the Xinjiang Environmental Monitoring Center (XEMC ) to n.-nitor environmental state. except noise and dust.which will be couducted by environmental supesvisore in coutract sections.

2 Items.Frequency and Points of Monitoring (l) Atmospheric Monitoring Construction phase :TSP.-4 times a year.Dust-t.--v 10 days -the sampling points will be determined according to dust state and location of residential areas. Operation phase: NOx . CO * Tch - TSP; Urumqi *Wugomgtai. Shihezi. Shawan and Kuitun . 3 times a vear. (2) Nise Monitoring Construction phase:once a week;the noise sensitive areas.eg. the residential areas rear the construction sites and along the h;ghmvay Operation phase:4 times a vear;Urumqi.Wugongtai.Shihezi.Shawan and Kuitun. C3) Monitoring of Transnigration of livestock and Growth of herbages In Anjihai-Kuitun section (K200-250).2 times a year. The supervision enginee- knouwing husbandrv wvould be sent to monitor if transmigiation of livestock is affeefed bv the highway and growing conditions of herbages. (4) Monitoring of Tai! Gas Monitoring of tail gas vill be carry out bv XEM4Cduring the operatiou period.at Urumqi Shihezi and Kuitun toll gate. (5) Monitoring of Lead Contents in Soil-Crops and Herbages At Urumqi.Shihezi.and Kuitun-at sites Om.50m 100m.200m away from both roadsides of the highway. lead contents of cultivated soil wrth 0-20cm thick .leaves and seeds of crops. stem and leaves of herbage vwillbe analvied at regular intervals.once two years. Before construction -mornioring is carried out once as baseline. (6) Water quality:rivers along the highwav are seasonal rivwer.wlich the project.will affect water qualitv so no water gualitv monitoriug will be conducted.

8_ ' Monitoring Methods The present enviror.tnental monitoring standard methods stipulated by National Environmen-

- 122 - malProtection Agency. 8. 3. Institutional arrangements ror EAP implementation 8. 3.1 Organization XDC confilrmed that the following institutional strengthenign will be undertaken fot the Highway Project. (a). One Deputy Chief Supervision Engineer in the Chief Supervision Engineer Representa- tive Office will have clear assignment to be responsible for enviromnental issues related to the Highway Project. (b). Under the Chief Supervision Engineer Representative Office in the Headquarters ,and Environmental Supervision Unit(ESU).comprisink one senior environmental officer and one environrnetal expert. will be established for environmental supervision of the Highway Pro- ject. (c). At each of she three senior resident supervision offices.one will trained environmental staff will be assigned to supervise the implemnentationof environmnetal protection measures addressed in the EAP and guide environmental supervisors at contract lots (d). At each contract section .one environmental supervisor will be assigned to carrv out the environmental supervision of the construction activities to make sure that all environmental protection measures stated in the construction bid documents will be carried out - (e). XCD will have contract with the Xinjiang Environmental Monitoring Center to carry out the necessarv environminetalmonitoring of the project both during construction and operation periods. (f). For the operation period.an Environmtnatl Unit with 2 to 3 staff will be sec up in the Xinjiang High -Grade Highway Administration Bureau. 1 to 2 environmental staff will be assigned for each of the Northern Urumqi ,Shihezi and KuiitunOffices. 3. 3- 2 Supervision Organization National Environmental Protection Agency,Xinjiang Environmental Protection Bureaus and the Environmental Protection Bureaus of cities or counties along -he highwav supervise the environmeacal management at different levels. 8 3- 3 Implementing Organization The Project Excution Office of Xinjiang Figh-grade Highwav ConstrucEionAuthorir: which is owner of the project.willentrust the engineering surpervision department to surpervise the design unit and the construction units to carry out the environmental protection measures. 8. 3.4 Auxiliary Organization The environmental monitoring station in relevant cities and counties as auxiliarv orgar zation will assist carrving out environment monitoring. 8. 4 Staff training It was agreed that the following environmental training will be included in the project. (a). One environmental expert at ESU and 7 environmental staff at senior resident suzpervi- sion offices will receive environmental training for about a month in China; - 123- (b) Environmental supervisors at contract sections will receive environmental training for about a month in Urumqi on environmental protection measures during the construction phase,and noise and dust monitoring methodologies. 8.5 XCI) confirmed that the following monitong equipment will be procured under the Highwav Project See table 12. Table 12 Monitoring Equipment name of uipment number sound levd photometer 3 computer 1 monitoring vehicle I tail-ga inspector 1

8. 6 Implementation schedule

clin l1996 1997 1998 1999 2010 2020

tramN - -

plating e ------

bightenweU_

montorng _

-124- Chapter 9 Public Involvement of Environmental Impact Assessment

Public involvement is important to understand bctth the nature and extent of any social or environmental impact a.nd the acceptability of proposed mnitigatory measure! %praEiculayly to affected groups and to make thc EIA rep6rt available at some public placc ac'cessible to affected groups for their review and comment. This process is a valuable wav to impove decision rakirg ,to a~btain feedback on the prepara- tion of EIA and draft report .and to increase communitv cooperation in impleminting the rec- ommendations of the EIA. U - K highwav construction will run across many resident districts .government offices schools and .ndustrial enterpuises and agricultural units with a vast range and a large population . In order to make the prblic invllvement of the puojict estimation represent the resident's opinion we had a wide public opinion investigation bv visiting.phonc consultafion and public opinion poll.

9. 1 Chosen pnndple of consulted people

1. The residents within Ikm from both sides of the highway.or the people involve in working and learning in this range. 2. Choose minoritv natiora!ities(Uygur.Huizr)as much as possible. 3. Choose consulted people in region with out anv inclination of profession .sex.educ-tional levele and party groupings. 4. Choose Ean.ous people and deputv to the: NPC.

9.2. Consulting items

Let the consulted people fill the consulting forms fredly after they know the various impacts of the highway(ig. land occupation ,noise)on their environment. 1. What and how will the the highwav bring about impacts on vour work.life .entertainment and societv. 2. What are vour opinion of the highway:Agree desagree or opose? 3. Do vou thind wether or not the highway will result in national discrimination or changing nation;l life custom? 4. Discussing the effecting of the project with famous people and deputy to the NPC_

9. 3 reaolt:

Two hundred consulting forms were distributed.anong thim ,one hundred and twenty- six were recieved.The total of person-times consulted and polled is one thousand. among them 200 person-times bv poUing .200 person-times by telephone consulting and 300 per-

-125 - 1 son-times by consulting meeting.discussing 300person-timres . Among the persons. peas- ants and herdsmen accornt for 42 percent,another 58 percent are woukers and urban inhabitants The minority nationalities (mialy Uygur ain Kazak) account for 47 persent of the tatal. the persons of over seriorniddle school eductaed levtl account for 20 percent. As a result.37 percent considerde that the pronct has corsicdrable effeCEt . their lives.work,learning and entertainment;41 perLent consiuerde that ti,e pkoiect has snail effect on them; 22 percent considerde that the project has no effect on them..60 percent agree the projict.and considered that the highway would imprrve tia.. troffic condition and spur the econoszi development of their region.and there would be both:ng but advatage; 2S percent considered that the project has nothing to do with tl6r4 at-ere would be neither advantage nor disad- vantage 15 percent disagree the proe- sidered that the higkway would damage their farminandgrassland.forest or buildings . .ange their nounal life st les.among them.14. 8 percent would the project if gorvenment recover thrir damage.and the other 0. 2 percent had an intransigent attitude and considered that govermnent couldn't recover their damage in view of their good surrounding s and fa rnland, for example ,the private mznagers of board and lodhing of Changjii sawan section considered that the changed alignment would reducte their incomes because of the loss of customers and governrment couldn't fuUy recover their damages.

9.4 Discussing with famows people nd deputy to the NPCF of this project.

This project is belong to the pubilc capital constrction. One of the main aims is to help the minouity nationality arcs to make a prosperous econon. to get out of poor and to reach common prosperous together with other areas. At present. the nationliyt d:scriminarion is due to econnic and cultruai difference between nationalities in the world. IEs main causes are ignorant and backward. ln' abiters of different nationalities along the highway will benefit from the project. After this project is completec, it will promote the econmioic and cultural development in areas along the highway ,and even whole Xinjing .northwesv China. The minority nationalities along the highway could Fully use this project to develop its economy and culture reduce the distincticn with. other developed areas and nationalities. Therefor. this project does not result in nationaCivt discrnination. Tle public of different nationa'ities agreed our idea in the public opinion poll. The particular useland an.: building(eg:k;:a&eyaur.mxosqur,etc. )are not took over for use or removed in the district along the planning hzghwya. Therefore .it eould rot chang the nationality custom in this areas.

-126- Chapter 10 Synthetic Conclusion and proposals Concerning Environmental Protection Measures

10.1 Synthetic concdusion 10. 1. 1 Natrual and eco-environmental (1) There are not rare plants and animcds along the U -K highway. (2) soil erbsion possible imp3cts will be slight of this project. (3) Water quality impacts is rather small and short-tir;! during construction phase. (4) The project will take up 754ha farmland- 118ha desert grassland. Which will have some adverse effect on the agriculture and husbandry.but the effect is slight. (5) In highway operation phase.the soil and crops is can't be polluted by the lead of tail gas. (6) 283337 trees will be cut,with afforestarion engineering by road to compensation . (7) The irrigation sysrem will be effected during construction phase. (8) The livestock transmigration will be effected.the effecting is roncentration in sawan- Kuitun section.the passagewayvwi be built,this effect is solution. (9) This project will be coordinatd with natural landscape.and to develop the life quality of people along the highway . (10) The partiavlar u eland and building are not took ever for use or removed in the district along planning highway.the area of land be occupied is not large.so the working of requisition is not difficult. (11) The probability of dangerous goods leakage is varv small in operation phase. (12) The main effect on atmosphere is dust and smoke of asphalt in construction phase. The quality of atmosphere of I sections is exceed standard . in 2000.10 sections atmnosthere quality is exceed standard in 2010.14sections in 2020.but the probability is less than 9%. (13) The status qao of noise in sensitive spot along t i. ghwav is good - the bac. -,'nd of noise is lower than 50dB in dav and lower than 40dB in night,the st3tus qao of the 19 noise sensitive spot is not exceeding standard. 10. 2 Removal or Mitigation Measurements of Adverse impacts 10. 2. 1 Environment Protection in Design Phase 1. Alignment seiection-The alignment should be selected to avoid cities .twons.resident areas and woodland as much as possible -and to mininmzethe acquisition of farmland and grassland. 2. Location of material borrow sites:Reasonably determine the locatior. % material borror/ -127- sites and take the protection of environment around it into account. In the less or no populated area. use locally available nmaterials.the sites should be located on the leeward and far away from the area (the distance should be over 500m). ,. quisition of farmland, woodland and range should be as less as possible. 3. The highway rnay form the barrier to local people's activity and livestock migration result from its sgperation of resident area .farmland tndrange .so reasonable passage such as culver: should be designed to meet the requirements for migration of livestock.crossing of local people and vehicles. In Anjihai - Kuitun section. the fixed section of livestock eransinigration .3 mourn bridges. 14 smnallbridges and 32 passage ways were designed to meat the cioestock tra'nsmnigraticncrossing of cocal people and vehicle. 4. In the scetion which locates in farmland.no excavating and borrowing work in the area be- yond requisition scope.rnaterials for roadbed filling be borrowed in unculti%.atedarea or gobi- Avoid accumulated water in roadbed and roadsurface from directly draining into farmland irrigation system and river. 4. In the scetion which locates in farmland,no excavating and borrowing vworkin the area be- yond requisition scope. materials for roadbed filling be borrowed in uncultivated area cr gobi. Avoid accumulated water in roadbed and roadsurface from directly draining into farmrlandir- rigation svstem and river- 5. In addition to 1 above,take into account the noise and dust puoblerns at residendal areas. 6. Land requisiton and resettlement:The plan of land requisition and resettlement is worked out bv deqartment concerned.required as follows: (1)Fullv understand the tvpes and area of requisited land.quantity of removed houses.quantitv of affected people and their economicconditijns. (2)Determine the compensative standard of land requisition and other puoperty loss according to laws and regulations concerned. (3)Work out the plan of resettlement. Ensure the living standard of migrants after resettlement not to below that before resetdement. (4)Take into account the resettlement of residential area near the highway seriously affected bv noise and air pollution. 7. In consideration of soil erosion. alignment should avoid unstable geological section from landslide. In Yamalik section. slip protection and drainage facilities should be designed. 8. In section where salinization exists. the surface layer of salinized soil should be removed and be reasonablv placed. not be put in farmla.d. woodland. river and irrigatin system. 9- Bridge and culvertu should be designed to meet requirements of safe dischange of flood. 10. Take into account the protection of irrigation svstemLIn principle. the present irrigation svstem is retained. -128- 11. Waste water from service area should be designed to be dhcharged into local sewage drainage svsterm 10. 2. 2 Environment Protection in Construction Phase 1. Noise The working time should be properly arranged if work site near residential area. The noisy work should be undertaken in dav time(9 ' 00-23 00). Try to forbid constructing at night. Near the schools. noisy work should be arranged after school or during vocation. Avoid starting at a time along the whole alignment and the mnixedtime scheme. The site for concrete mixing and the road for material carrving should be located far away from sensitive noise points. The distance to the points should be over 500. 2. Dust and asphalt smoke All reasonable steps. inculuding watering, shall be taken to mininize dust pollution bv construction works, particularly in places near twons and other densely populated areas. Goods yards shall be covered or watered to prevent dust pollution. Refer to reference. one day water 1-2 times. reduce the dust by 50-70%. By this method, controll the dust pollution in Wulapo. Shihezi. Shawan. Anjihai and Kuitun sections. Asphalt mixing sites shall be located at lest SOOmfrom residential areas on the lee side of the wind directon. and asphalt rmixerssball be equiped with a dust collector. 3. Conservation of biological resources (l)Farmland and forest shall not be damaged. In the pressed and felled sction, trees shall be planted carefully and make them recovered to the former condition after construction. (C)Construction trucks shall be dirven on the ternporarv road so as to avoid damage to the farmland and pastureland. (3)Education of construction workers shall be strengthen on protection of natural resources. Adequate measures. such as septic tanks or sewage treatment facilities, shall be taken at the construction camp sites, and grabage shall be collected in garbage cans on fixed places and disposed regularly. (4)After the removal of materials borrow sites and mixing sites. the sites shall be reasonablv deared so as to awoid dust by wind or soil erosion and water pollution bv surface runoff. (S)AJInecessarv steps shall be taken to privent earth and stone from silting up iver . water channel ,or the existing irrigation and drainage systems. 4. Traffic and transportation management (M)Adequatesctions to direct traffic shall be taken in consultation with Cormnunications and Public Securitn Department.when roads are Jammeddusing construction period. (2)Transportation plan for construction muterial shall be develoqedto avoed the transportation at traffic peak time for existing roads. '3)In section where the existiong highway will be used .construct subsidiary road before -129- construction of the highway. (4)In Yanalik section .the dangerous areas shall be determined before blasting, and people .livestockand valuables within these areas shall be evacuated in tine,and be strucdy prohibited to pass through during the blstiwg . Safety lockout post shall be seE up in order for people and vehicle not to pass througgh untill blasting ends completely Blasting shall not be done during the peak work period so as to avoil unjuris and deaths of people and traffic jam. Advanced techniques such as directional blasting shall be adoptedto minimize adverse effects on environment. 10. 2.3 Environment Protection in Operation Phase 1. Noise (1)Strictdr control the quality of the road surface in corsteuction period. Enhance the protection and care for the road surface in operation period to reduce the noise caused bv the uneven road surface. (2 )Enhance the traffic management.Stricdtv carr out The allowed noise standard for the vehical-issued bv the government. (3)The planing residential areas are forbidden to be built in the ranRe of noise inpact. thev should be located over 200maway from the roadsides. Control the residents along the higbwav to migratenear the roadsides. (4)The scheme of the facilitv for noise attenuation shall be adopted in the section nearsensitive noise points when the traffic volume reaches to a certain degree based on the results of monitoring. 2. Air pol:urion (1) Although the predicted results.particularly long-term NOx concentrations exceed the assessment criteria.the worst meteorological conditions will not frequently occur under the peak traffic volume o£ the day. (2)The vehicle emissons standards will be strengthened in the future in China .but this is not taken into account in this assessment. (3)The following mitigation mmeasuresare adopted in this project: a. to strengthen annual vehicatc emissions inspection to immprove vehicle maintenance and management and reduce vehicle emissions; b. to undertae vehicle emissions and noise inspections at toll stations such as Urunmqi.Shi_ hezi and Kuitun and not to allow vehides violating regulations to run on UKl; c. to plant trees and forests around the sensitive sites to reduce air pollution problems :and d. ro carrv out air quality monitoring during the operation phase to eariv detect any significant air pollution problems and to take necessarv measures. 3. The Pubilc Securitv Department shall be informed before carrfing dangerous chemicals. and specify time.routes and pralcingplaces of vehicles to carrv these chemicals The vehicles and drirers shall be inspected. Experienced drivers with high -live1 techniques are required. The dengerous sign shall be painted on the vehicle.Transport of dangerous chemieals shall -130- not be allowed dwuingthe peak tiae. Mixed transportshall be stricdy prohibited. Other people are not allowed to ride. Signs shall be set up in the envuironmentalysensitive areas such as nvem,farnmand,forest belt and residential areas in order to warn duivers to pay spedial attention. 4. Enhance the studv and obedience of the traffic laws and regulations and form a good traffic environment. After the highway is in operation.traffic laws and egulahyonsshall be structlv obeyed and the drivers quality saU be strengthened in order to get rid of the careless idea of driving on the high gra highway.

131

- 131 - Chapter 11 Figure Index

Fig. 1 The Geographical Location of the Urumqi-Kuitun Highway Project Fig. 2 The Monitoring Point along U-K Highway Fig. 3 The River System of the Areas along The U-K Highway Fig. 4 Veg;etation Map of the Region along the U-K Highway Fig. 5 Pasture Map of the Region along the U--K Highway

132 - f '.i-,, .,/ I'

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-- w - i~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Tab.4-4-4 PollutantconccnLratlons of exhausted gas from vehicle in one time of dayting normal volumc.(mg/ur31 Forecasting year: 2000 section::Wulapuo-Cangfanggou

dis- vertical angle of 45 degrec parallel tancc (a) OD ToC Nx CD ME NOX CD THC NOx

20 0.0100 0.0028 0.0076 0.0075 0.0021 0.0057 0.0050 0.0014 0.0038 30 0.0092 0.0026 0.0070 0.0069 0:0019 0.0052 0.0046 0.0013 0.0035 40 0.0083 0.0023 0.0063 0.0062 0.0017 0.0047 0.0041 0.0012 0.0031 50 0.0074 0.0021- 0.0056 0.0056 0.0016 0.0042 0.0037 0.0010 0.0028 70 0.0060 0.0017 0.0046 0.0045 0.0013 0.0034 0.0030 0.0008 0.0023 100 0.0046 0.0013 0.0035 0.0035 0.0010 0.0026 0.0023 0.0006 0.0018 150 0.33 0.0009 0.0025 0.0025 0.0007 0.0019 0.0017 0.0005 0.0013 200'.0.0026 0.0007 0.0020 0.0020 0.0005 0.0015 0.0013 0.0004 0.001n 300' 0.0018 0.0005 0.0014 0.0014 0.0004 0.0010 0.0009 0.0003 0.00C. 500 0.0011 0.0003 0.0009 0.0009 0.0002 0.0006 0.0006 0.0002 0.0004

Tab.4-4-4 Pollutant concentrntions of exhausted gas from vehicle in one time of dayting normal volume(mg/a'3) Forccasting year: 2000 section::Cangfanggo-Xishan

dis- vert.cal angle of 45 degree parallel lance - *m) 0O TWC NOX CD TC KOx OD THC NOx

20 0.0100 0.0028 0.0076 0.0075 0.0021 0.0057 0.0050 0.0014 0.0038 30 0.0092 0.0026 0.0070 0.0069 0.0019 0.0052 0.0046 0.0013 0.0035 40 0.0083 0.0023 0.0063 0.0062 0.0017 0.0047 0.0041 0.0012 0.0031 50 0.0074 0.0021 0.0056 0.0056 0.0016 0.0042 0.0037 0.0010 0.0028 70 0.0060 0.0017 0.0046 0.0045 0.0013 0.0034 0.0030 0.0008 0.0023 100 0.0046 0.0013 0.0035 0.0035 0.0010 0.0026 0.0023 0.0006 0.00!8 150 0.0033 0.0009 0.0025 0.0025 0.0007 0.0019 0.0017 0.0005 0.0013 200 0.0026 0.0007 0.0020 0.0020 0:0005 0.0015 0.0013 0.0004 0. 010 300 0.0018 0.0005 0.0014 0.0014 0.0004 C.0010 0.0009 0.0003 0.0007 500 0.0011 0.0003 0.0009 0.0009 0.0002 0.0006 0.0006 0.0002 0.0004

Tab.4-4-4 Pollutant concentrations of exhausted gas from vehicle in one timc of dayLing normal voluIme.(mg/m-3) Forccasting year- 2000 section: -isban-Sbizhan dis- vertical jangle of 45 degrec parallel tance (m) OD THC NOr CO T C NOx OD IlCTM k

20 0.0938 0.0249 0.0689 0.0703 0.0187 0.0517 0.0469 0.0125 0.0345 30 0.0847 0.0225 0.0622 0.0635 0.0169 0.0466 0.0423 0.0112 0.0311 40 0.0756 0.0201 0.0556 0.0567 0.0151 0.0417 0.0378 0-0100 0.0278 50 0.0677 0.0180 0.0498 0.0508 0.0135 0.0373 0.0339 0.0090 0.0249 70 0.0554 0-0147 0.0407 0.0416 0.0110 0.030a 0.0277 o.0W74 0.0204 100 0.0432 00115 0.0317 0.0324 0.0086 0.0238 0.0216 0.0057 0.0159 150 0.0314 0.0Q84 0.0231 0.0236 0.0063 0.0173 0.0157 0.0042 0.0115 200 0.0247 0.0066 0.0182 0.0186 0.0049 0.0136 0.0124 0.0033 0.0091 300 0.0174 0.0046 0.0128 0.0131 0.0035 0.0096 0.0087 0.0023 0.0064 500 0.0110 0.0029 0.0081 0.0083 0.0022 0.0061 O.Oa55 0.0015 0.0041 Tab.4-4-4 Pollutant concentrations of eshausted pas trom vehicle in one time of dayting norml volwie.(.g/M3) Forecastirng year: 2000 section! :Xizhan-Bagang

dis- vcrtical angle of 45 degyee parallel tance - (m) 0 lllC NOx co TMC NOx CD ThC NOx

20 0.1309 0.0354 0.0977 0.0982 0.0266 0.0733 0.0655 0.0177 0.0488 30 0.1180 0.0319 0.0880 O.0885 0.0239 0.06GO 0.0590 0.0160 0.0440 40 0.1052 0.0285 0.0785 0.0789 0.0214 O.0589 O.0526 0.0142 0.0393 50 0.0941 0.0255 0.0702 0.0706 0.0191 0.0527 0.0471 0.0127 0.0351 70 0.0769 0.0208 0.0574 0.0577 0.0156 0.0430 0.0385 0.0104 0.0287 100 0.0599 0.0162 0.0447 0.0449 0.0122 0.0335 0.0299 0.0081 0.0223 150 0.0436 0.0118 0.0325 0.0327 0.0089 0.0244 0.0218 0.0059 0.0163 200 0.0343 0.0093 0.0256 0.0257 0.0070 0.0192 0.0172 0.0046 0.0128 300 0.0242 0.0065 0.1180 0.0181 0.0049 0.0135 0.0121 0.0033 0.0090 500 0.0153 0.0041 0.0114 10.0115 0.0031 0.0086 0.0077 0.0021 0.0057

Tab.4-4-4 Pollutant concentrations of exhausted gas Eron vehicle in one time of dayting normal volume.(glum3 Forecasting year: 2000 section Bagang-QIangji

dis- vertical angle of 45 degrec parallel tance Cm) OD IC NOX co iHC aox CD NOx

20 0.2150 0.0577 0.1589 0.1612 0.0433 0.1192 0.1075 0.0289 0.0794 30 0.1937 0.0520 0.1432 0.1453 0.0390 0.1074 0.0969 0.0260 0.0716 40 0.1728 0.0464 0.1277 0.1296 0.0348 0.0958 0.0864 0.0232 0.0639 50 0.1546 0.0415 0.1142 0.1159 0.0311 0-0857 0.0773 0.0208 0.0571 70 0.1263 0.0339 0.0933 0.0947 0.0254 0.0700 0.0632 0.0170 0.0467 100 0.0983 0.0264 0.0727 0.0738 0.0198 0.0545 0.0492 0.0132 0.0363 150 0.0716 0.0192 0.0529 0.0537 0.0144 0.0397 0.0358 0.0096 0.0265 200 0.0564 0.0151 0.0417 0.0423 0.0114 0.0313 0.0282 0.0076 0.0208 300 0.0397 0.0107 0.0293 0.0298 O.0080 0.0220 0.0199 0.0053 0.0147 500 0.0252 0.3068 0.0186 0.0189 0.0051 0.0139 0.0126 0.0034 0.0093

Tab.4-4-4 Pollutant concentrations of exhausted gas fraom vehicle in ane time of dayting normal v*l9me.(uVmg3) Forecasting year: 2000 section: Changji-Yushugou dis- vertical anglc of 45 degree parallel tance __ r____ (im) co iC NOr OD TC NOx CD THC NOt

20 0.1798 0.0485 0.1334 0.1349 0.0364 0.1001 0.0899 0.0243 0.0667 30 0.1620 11.0437 0.1202 0.1215 0.0328 0.0902 0.0810 0.0219 0.0601 40 0.1445 0.0390 0.1072 0.1084 0.0293 0.0804 0.0723 0.0195 0.0536 50 0.1293 0.0349 0.0959 0.0970 0.0262 0.0719 0.0646 0.0174 0.0480 70 0.1056 0.0285 0.0784 0.0792 0.0214 0.0588 0.0528 0.0143 0.0392 100 0.0823 0.0222 0.0610 0.0617 0.0167 0.0458 0.0411 0.0111 0.0305 150 0.0599 0.0162 0.0445 0.0449 0.0121 G.0333 0.0300 0.0081 0.0222 200 0.0472 0.0127 0.0350 0.0354 0.0095 0.0262 0.0236 0.0064 0.0175 300 0.0332 0.0090 0.0246 0.0249 0.0067 0.0185 0.0166 C.0045 0.0123 500 0.0210 0.0057 0.0156 0.0158 0.0043 0.0117 0.0105 0.0028 0.0078 r

Tab.4-4-4 Pollutantconcentrations of cxhaustedgas rr'amvehicle in one time of dayting normalvolumc.(mg/m'31 Forecastingycear 2000 section:rYushugou-butubl dis- vertical angle of 45 de,rce paratlci Itnilce - -T (c) OD mc NOX CD INC NOr OD TH NOx

20 0.1478 0.0403 0.1109 0.1109 0.0302 0.0832 0.0739 0.0201 0.0554 3C 0.1334 0.0363 O.lCOO 0.1000 0.0273 0.0750 u.0667 0.0182 0.0500 40 0.1185 0.0323 0.0889 0.0889 0.0242 0.0667 0.0593 0.0162 0.0445 50 0.1056 0.0288 0.0792 0.0792 0.0216 0.0594 0.0528 0.0144 0.0396 70 0.0858 0.0234 0.0644 0.0644 0.0175 0.0483 0.0429 0.0117 0.0322 100 0.0665 0.0181 0.0499 0.0499 0.0136 0.0374 0.0333 O.O91 0.0250 150 0.0483 0.0132 0.0362 0.0362 0.0099 .1.02720.0242 0.0066 0.0181 200 0.0380 0.0103 0.0285 0.0285 0.0078 (.0214 0.0190 0.0052 0.0142 300 0.0267 0.0073 0.0200 0.0200 0.0055 :..0150 G.0134 0.0036 0.0100 500 0.0169 0.0046 0.0127 0.0127 0.0035O.095 10.00850.0023 0.0063

Tab.4-4-4 Pollutant concentrations of exhausted gas from vehicle in one time of dayting normalvolumc.(mg/m3) Forecastingyear! 2000 section!Hutubi-v uge"Ftai dis- vertical angle of 45 dcgree pa:allel tance - _ (pi) OD HCm .x TH O-CC D THC NOX 20 0.1478 0.0403 0.1109 0.1109 1.03G2 C 08 |J10.0739 0.0201 0.0564 30 0.1334 0.0363 0.1000 0.1000 0.1273 0..0l50 0.G667 0.0182 0.0500 40 0.1185 0.0323 o.9889 0.0889 0.0242 0.C667' 5.0593 0.0162 0.0445 50 0.1056 0.0288 0.0792 0.0792 0.021S-n n 0|nAO?-S28 01^144 1.039i 70 0.0858 0.0234 0.0644 0.0644 0.017. _ .Uii7 0.C222 100 0.0665 0.0181 0.0499 0.0499 0.0136| 0't. .-0!.J 0.0091 0.0250 150 0.0483 0.0132 0.0362 0.0362 0.0099 O..272 0.0.42 q'.0066 0.0181 200 0.0380 0.0103 0.0285 0.0285 0.0078 0.0214 0.0190 0.0052 0.0142 300 I0.02670.0073 0.0200 0.0200 0.0055 0.0150 0.0134 0.0036j0.01SI 500 10.01690.0046 0.0127 0.0127 0.0035 0.0095 O.OOP5 0.00231 0.'JO63

Tao.4-4-4 Pollutant concentrations of exhausted gas from vehiclc in one time of dayting normal voluc.(mg/Jo3) Forecasting year:2000 section: WugongLai-Manas dis- I vertical angleof 45 degree parallel tanceI I - (m) IO THC NOX O) ilC NOx OD VNC NOx 20 0.0968 0.0262 0.0719 0.0726 0 0196 0.0539 0.04RO40.313J| 0.0359 30 0.0873 0.0236 0.0648 0.065E 0.0177 10.0486 0.0437 1l.0118 0.0324 40 0.0777 0.0210 0.0577 0.0583 0.0158 0.0432 0.0388 0.0105 0.02S8 50 0.0693 0.0187 0.0514 0.0520 0.0141 0.0386 0. 346 0.O0A4 0.0257 70 0.0564 0.0153 0.0419 0.0423 0.0114 0.0314 0.0282 0.0076 0.0209 100 0.0438 0.0118 0.0325 0.0328 0.0089 0.0244 0.0219 0.0059 0.0163 150 0.0318 0.0086 0.0236 0.0239 0.0065 0.0177 0.0159 0.0043 0.0118 200 0.0250 0.0068 0.0186 0.0188 O.C051 0.0 0.0125 0.0034 0.0093 300 0.0176 0.0048 0.0131 1O.W32 0.0036 0.0098 0.0088 0-002J 1 - 0065 500 0.0112 0.0030 0.0083 J0.0084 0.0023 0.0062 0.0056 0.0015 0.0041 Tnb.4-4-4 I'ollulantconcentrations of exhaustedgas Z.- vchicle :n one timc of daytingnormal vo ume.(mg/m'. Forecastir;ver: 2000 section:Mmanas-Shihczi dis- vertical angic of 4S degr.c paratlcl Lance _ _ (m) a)ODc IHC NOx reC NOx CcJI C NOx

20 0 '1R72 0.0237 0.0651 0.0654 0.0178 '1 30-Zi .0436 0.0119 0.0326 V¶ 0.0078C G.0214 0.0587 0.0590 0.0161 I.044' J 13 0Olii 0.0294 40 0.0700 0 0190 0.0522 0.0525 0.0143 0.0392 If(1,35 e 0.0095 0.0261 50 C.ObZ: 0.0170 0.046u 0.0468 0.0127 0.0350 loCSi2 0.0085 0.0233 70 0.0539 0.0138 0.0379 0.09 6 0.0100 2. j.G22t. 0.069 0.0190 100 0.0394 0.0107 0.0294 0.0296 0.0040 0.0C22* C.27 0.0069 0.0147 '50 0.0287 0.0078 0.0214 0.0215 0.0058 0.(:1 ! &z43 0.0039 0.0107 200 0.0225 0.0061 0.0168 0.0169 0.0046 C .0126'WI.GI1I 0.0031 0.0084 330 0.0159 0.0043 0.0118 0.0119 0.0032 0.0089 03.,75 0.0o22 0.0059 500 0.010(o 0.0027 O.0075 0.007' 0.0021 P.00561 G 0050 0.0014 0.0038

Tab.4-4-4 Pollutant concentrations of exhausted gas from v wcle in mne time of dayting normal volunc.(mgiu'31 ForecastingyeaT! 2000 section: Shibezi-1Kaziwir dis- VeCrtical angle of 45 degrce Iiral1el tance - --- (m! ao THC NOX ao T NOx CX) I n4c NOx

23 0.0826 0.0226 0.0618 0.0619 0.0169I0.0463 0.0413 0.0113 0.0309 9 0.0714 0.0203 0.0557 0.0558 J.0152 0.0417 0.0372 0.0102 O...'S 40 0.0663 0.0181 0.0496 0.0497 0.0136 0.0372 0.0332 0.0091 0.0248 50 0.0593 0.0162 0.0443 0.0444 0.0121 0.0333 0.0296 .0081 10.0222 70 0.0484 0.0132 0.0362 0.0363 0.0099 0.0272 0.0242 0.0066 0.0181 100 0.0376 0.0103 0.0282 0.0282 0'0077 0.0211 0.018£ 0.0051 O.C141 150 0. S74 0.0075 0.0205 0.0205 0.0056 0.0154 O.C137 0.0037 0.0102 200 0.0216 0.0059 0.0161 0.0162 0.0044 0.0121 O 010c 0l.0I12_ 0.0081 300 0.0152 0.0041 0.0114 0.0114 0.0031 0.0085 C 376 *'J021 0.)0057 500 0.OC96 0.0026 0.0072 0.0072 C.0020 0.0054 0.004. :1.0013 0.003'.

Tab.4-4-4 Pollutant concentrttions of cxbausted ga5 from vehicle in one time of dayt ng normal volune.(mg/m3) F!-r'casting year: 2000 section: :Kaziwar-Shawan dis- vwrtical angle of 45 degree psrallel

tance _ -_ | -. - m) CO - ~Qx O!) TW I COD lllC

20 0.0819 0.0223 0.0611 0.0614 0.0167 0.0458 0.0409 0-011. 1 C.uPZ36 30 0 .738 0.0201 0.0551 0. 0553 0.0151 0.0413 0.0369 0.0101 10.0275 40 0.0657 0.0179 0.0491 0.0493 0.0134 0.0368 0.0329 0.0090 10.0245 50 0.0588 0.0160 0.0439 0.0441 0.0120 0.0329 0.0294 0.0080 0.0219 70 0.0480 0.0131 0.0358 0.0360 0.0098 0.0269 0.0240 0.0065 0 0179 00fi0.0373 0.0102 0.0279 0.0280 j 0.0076 0.0209 0.0?17 0.0051 0.0139 l50 0.0272 0.0074 0.0203 0.0204 0.0056 0.0152 0.0136 0.0037 0.0101 200 0.0214 0.0058 0.0160 0.01Wa | 0.0044 0.0120 0.0107 0.0029 1 0.00 0 300 0.0150 0.0041 0.0112 0.0113 0.0031 0.9084 0.0075 GAP= 0.0056 5 0.0095 0.0026 0.0071 0.0072 0.0025 0.0053 0.0048 0.0013 0.0036 Tab.4-4-4 Pollutanrcon.entrations oi exhaustedgar from vehicle I in one time of dayting nor.aal volumc.(mg/m^3) Forecaiting yeat 2Go0 scction, Shan-Anjihai dis- vertical angle of 45 degree parallcI tancc (C) CD Mc ;Ox o lHC NOx WO THC NOx

20 0.0796 0.0217 0.0596 0.0597 0.0163 0.0447 0.0398 0.0108 0.0298 30 0.0718 0.0195 0.0537 0.0538 0.0147 0.0403 0.0359 0.0098 0.0269 40 0.0640 E.0174 0 0479 0.0480. 0.0131 0.0359 0.0320 0.0087 0.0239 50 0.0572 0.0156 0.0428 0.0429 C.0117 0.0321 0.0286 0.0078 0.0214 70 3467 0.0127 0.0349 0.0350 0.O095 0.0262 0.0233 0.0064 0.0175 100 t.0363 0.0099 9.0272 0.0272 0.0074 0.0204 0.0182 0.0049 0.0136 150 0.0264 0.0072 0.0193 C.1(98 0.0054 0.0148 0.0132 0.0036 0.0099 200 0. 0208 0.0057 0.0156 0.0156 0.0042 0.0117 0.0104 1.0028 0:0078 300 0.0146 0. 0040 0. 0110 0.0110 0.0030 0.0082 0.0073 0.002K 0.0055 500 °-O.03 10.0025 0.0069 0. 0070 0.0019 0.0052 0.0046 0.0013 0.0035

T4;. .-- Pollutantconcentrations of exhausLedgas from vehiclc in one time of dayting normal volume.(mg/ma3) Foreca-..t:ng year: 2000 %...rtion:-Anjihai-East Kuitun dis- vertical ang!c of 45 degree paralicR tance _ . (a) ODa) n C NOX OD mc NOx aoD Tf{C Nx

20 0.0856 0.0232 0.0637 0.0642 0.0174 0.0477 0.0428 0.0116 0.031B 30 0.0771 0.0209 0.0574 0.0578 0.0157 0.0430 0.0385 0.0104 0.0287 40 0.0687 0.0186 0.0511 0.0515 0.0140 0.0383 0.0344 0.0093 0.0256 50 0.0614 0.0166 0.0457 0.04GI 0.0125 0.0343 0.0307 0.0083 0.0228 70 0.0591 0.0136 0.0373 0.' '76 0.0102 0.0280 0-0251 0.0068 0.0187 100 0.0390 0.0106 0.029Q 0. L:..J- v.0079 0.0218 0.0195 0.0053 0.0145 150 0.0284 0.0077 0.0211 0.0213 0.0058 0.0158 0.0142 0.0038 0.0106 200 0.0223 0.0060 0.0166 0.0168 0.0045 0.0125 0.0112 0.0030 0.0083 300 0 0157 0.0043 0.0117 0.0118 0.0032 0.0088 0.0079 0.0021 0.0059 500 0.0100 0.0027 0.0074 0.0075 0.0020 0.0056 0.0050 0.0013 0.0037

Tab.4-4-4 Polluta.nt concentrationsof exhaustedgas fror.vehicle in one :ime of daytingna:.'al '.lume.(mg/m'3) Forecastingyear: 2000 sectior.- ast Kuitun-WastKutun dis- vertical angic of 45 degrec parallel tancc .-_ r (.1 IO TM WA )D lHC I NOx 0 ITHC NOx

20 0.0298 0.0081 0.0221 0.0223 J.0061 0.0166 0.0149 0.0040 0.0111 30 0.0269 0.0073 0.0200 0.0202 0.0055 0.0150 0.0134 0.0036 0. 010 40 0.0241 0.0065 0.0179 0.0181 0.0049 0.0135 0.0121 0.0033 0.0090 50 0.0217 0.0059 0.0162 0.0163 0.0044 0.0121 0.0109 0.0029 0.0081 70 0.0179 0.0049 0.0133 0.0134 0.U036 0.0100 0.0089 0.0024 0.0067 100 0.0140 0.0038 0.0104 .01 J5 0.0029 0.0078 0.0070 0.0019 0.0052 150 0.0103 0.0028 0.0076 0.0077 0.0021 0.0057 0.0051 0.0014 0.0038 200 0.0081 0.0022 0.0050 0.0061 :U.'1016 0.0045 0.0041 0.0011 0.0030 300 0.0057 0.0016 0.0043 0.0043 0 .:012 0.0032 0.0029 0.0008 0.0021 500 0.0036 0.0010 0.0027 1 0.0027 0.0007 0.0020 0.0018 C.O0005 0.014 Tab.4-4-4 Pollutant concentrations of exhausted gas from vehicle in one time of dayting normal volume.(mgm3) Forecasting year: 2000 sectiGn!Xizhan-Annirnqu

dis- vertical angic of 45 degree parallel

tance e. - - in) OD THC NOx ,0 ITC NOx CD THC , Ox

20 0.0454 (1.012B 0.0349 0.0340 0.0096 0.0262 0.0227 O.00O4 0.0175 30 0.0409 0.0115 0.0315 0.0307 0.0086 0.0236 0.0205 0.0058 0:0158 40 0.0366 0.0103 0.0282 0.0274 0.0077 0.0211 0.0183 0.0051 0.0141 50 0.0328 0.0092 0.0252 0.0246 0.0069 0.0189 0.0164 0.0046 0.0126 70 0.0268 0.0075 0.0206 0.0201 O.0057 0.0155 0.0134 0.0038 0.0103 100 0.0209 0.0059 0.0161 0.0157 0.0044 0.0121 O.'0104 0.0029 0.0080 150 0.0152 0.0043 0.0117 0.0114 0.0032 0.0088 0.0076 0.0021 0.0059 i 200 0.0120 0.0034 0.0092 0.0090 10.0025 0.0069 0.0060 0.0017 0.0046 300 0.0084 0.0024 0. 9065 0.0063 0.0018 0.0049 0.0042 0.0012 0.0032 500 0.0053 0.0015 0.0041 0.0040 0.0011 0.0031 0.0027 0. 0007 0. DG21

Tab.4-4-4 Pollutant concentrations of exhusted gas from vehicle in one time of dayting normal volune.(mg/mJ3) Fire-asting year: 2000 section:!Anninqu-Sh2ngshahe

dis- vertical ansicof 45 degree parallel tance (m) c iN NOx _OPlC lOX 0) THC lOx

20 0.0456 0.0128 0.0351 0.0342 0.0096 0.0263 0.0228 0.0064 0.0176 30 0.0412 0.0116 0.0317 0.0309 0.0087 0.0238 0.0206 0.0058 0.0159 40 0.0368 0.0103 0.0283 0.0276 0.0078 0.0213 0.0184 0.0052 0.0142 50 0.0330 0. 093 0.G254 O.0247 0.0069 0.0190 0.0165 0.0046 0.0127 70 0.0270 0.0076 0.0208 0.0202 0.0057 0.0156 0.0135 0.0038 0.0104 100 0.0210 0.0059 0.0162 0.0157 0.0044 0.0121 0.0105 0.0030 0.0081 150 0.0153 0.0043 0.0118 0.0115 0.0032 0.0088 0.0076 0.0022 0.0059 200 0.0120 0.0034 0.0093 0.0090 0.0025 0.0069 0.0060 0.0017 0.0046 300 0.0085 0.0024 0.0065 0.0064 0.0018 0.0049 0.0042 0.0012 0.0033 500 0.0054 10.0015 G.0041 0.0040 0.0011 0.0031 0.0027 0.0008 0.0021

. .~~~~~~~~~~~~N Tab.4-4-4 Pollutantconcentrations of exhaustedgas from vehicle in one time of daytingnormal volume.Cugm^3) Forecastingyear, 2010 section::ulapuo--Cangtanggou dis- vertical angle of 45 degree parallel tance - (a) CO) THC NOR CD lTH NOx CO I THC NOx

20 0.0197 0.0058 0.0161 0.0148 0.0043 0.0121 0.0099 0.0029 0.0080 30 0.0182 0.0053 0.0148 0. 013 0.0040 0.0111 0.0091 0.0027 0.0074 dO 0.0163 0.0048 0.0133' 0.01.- 0.0036 0.0100 0.0081 0.0024 0.0066 50 0.0146 0.0043 0.0119 0.0109 0.0032 0.009 0.0073 0.0021 0.0059 70 0.0118 0.0035 0.0096 0.0089 0.0026 0.0072 0.0059 0.0017 0.0048 100 0.0091 0.0027 0.0074 0.0068 0.0020 0.0056 0.0045 0.0013 0.0037 150 0.0065 0.10019 0.0053 0.0049 0.0014 0.0040 0.0033 0.0010 0.0027 200 0.0051 0.'0015 0.0042 0.0038 Q.0011 0.0031 0.0026 0.0007 0.0021 300 0.0036 0.0010 0.0029 0.0027 0.0008 0.0022 0.0018 0.0005 0.0015 500 0.G022 0.0007 0.0018 0.0017 0.0005 0.0014 0.0011 0.0003 0.0009

Tab.4-4-4 Pollutantconccntrations of exhaustedgas from vehiclc in one time of dayting normalvolumc.(mg/w'3) Forecastingyear: 2010 section:GC.ngianggo-Xishan dis- | vertical angle of 45 degree parallel tanc.: *m) CD Tc NOX COD NOX co THC NON

20 0.0674 0.0187 0.0529 0.0506 0.0140 0.0397 0.0337 0.0094 0.0264 30 0.0620 0.0172 0.0486 0.0465 0.0129 0.0365 0.0310 0.0086 0.0243 40 0.0556 0.0155 0.0436 0.0417 0.fl1160.0327 0.0278 0.0077 0.0218 50 0.0497 0.0138 0.0390 0.03?: 'i0104 0.0292 0.0248 0.0069 0.0195 70 0.0403 0.0112 0.0316 0.030. C 0084 0.0237 0.0202 0.0056 0.0158 100 0.0311 0.0086 0.0244 0.0233 G.0065 10.013 0.0155 0.0043 0.0122 150 0.0224 0.0062 0.0175 0.0168 0.0047 0.0131 0.0112 0.0031 0.0088 200 0.0175 0.0049 0.0137 0.0131 0.0036 0 J103 O.O87 0.0024 0.0068 300 0.0122 0.0034 0.0096 0.0091 00025 0 0072 0.0061 0.0017 0.0048 500 0.0077 0.0021 0.0060 0.0058 0.0016 0 0045 0.0038 0.0011 0.0030

Tab.4-4-4 Pollutantconcentrations of exhaustedg.s from vehicle in one time of dayting normal volunc.(mgIm3) Forecastingyear: 2010 section::Xishan-Shizhan dis- vertical angle of 45 degree parallel tance _ - - (m) COD lC POx OD MlC NOx COD TC NOx

20 0.2035 0.0556 0.1579 0.1526 0.0417 0.1185 0.1017 0.0278 0.0790 30 0.1837 0.0502 0.1426 0-1378 0 0376 0.1069 0.0918 0.0251 0.0713 40 0.1641 0.0448 0.1274 0.1231 0.0336 0.0955 0.0321 0.0224 0.0637 50 0.1470 0.0401 0.1141 0.1102 0.0301 0.0856 0. 0,35 0.0201 0.0570 70 0.1202 0.0328 0.0933 0.0902 0.0246 0.0700 0.0601 0.0164 0.0467 100 0.09370.0256 0.0727 0.0703 0.0192 0.05450.0468 0.0128 0.0364 150 0.0682 0.0186 0.0529 0.0512 0.0140 0.0397 0.0341 0.0093 0.0265 200 0.0537 0.0147 0.0417 0.0403 0.0110 0.0312 0.0268 0.0073 0-0208 300 0.0378 0.01Z_ 0.0293 0.0283 0.0077 0.0220 0.0189 1 0.0052 0.0147 500 0.0239 0.00651 0.0186 0.0180 0:0049 0.0139 0.0120 0.0033 0.0093 TabJ4-4-4 Pollutant concentrations of exhausted gas free vehicle in one time of dayting normal volume.(.g/nM3) Forecasting ye;ar: 2010 section::Xizhan-hBgang

dis- vertical angle of 45 degree parallel tance - _ _ (,) ao .l a x CD INC ?JO aC THC NOX

20 0.27B0 0.0775 0.2195 0.2085 0.0582 0.1646 0.1390 0.038B 0.1097 30 0.2505 0.0699 0.1978 0.1879 0.0524 0.1483 0.1252 0.0349 0.0989 40 0.2234 0.0623 0.1764 0.1676 0.0467 0.1323 0.1117 0.0312 0.0882 ', 0.1998 0.0558 0.1578 0.1499 0.0418 0.1183 0.0999 0.0279 0.0789 70 0.1633 0.0456 0.1289 0.1225 0.0342 0.0967 0.0816 0.0228 0.0645 100 0. 1271 0.0355 0.1004 0.0954 0.0266 0.0753 0.0636 0.0177 0. 0502 150 0.0926 0.0258 0.073i 0.0695 0.0194 0.0548 0.0463 0.0129 0.0366 200 0.0729 0.0203 0.0576 0.0547 0.0153 0.0432 0.0364 0.0102 0.0288 3CO 10.0513 0.0143 0.0405 0.0385 0.0107 0.0304 0.0257 0.0072 0.0203 500 0.0325 0.0091 0.0257 0.0244 0.0068 0.0193 0.0163 0.0045 0.0128

Tab.4-4-4 Pollutant concen:rations of exhausted gas from vehicle in one time of dayting normal volumeAwgm'3) Forecasting year: 2010 section: -agarlg-Changji dis- vertical angle of 45 dcgree parallel tance C (m) CD T I NOx IC_ TH NOx CO THC_ NOx

20 0.3855 0.106? 0.3016 0.2891 0.0800 0.2262 0.1927 0.0533 0.1508 30 0.3474 0.0961 0.2718 0.2605 0.0721 0.2039 0.1737 0.0481 0.1359 40 0.3099 0. 057 0.2425 0.2324 0.0643 0.1818 0.1549 0.0429 0.1212 50 0.2772 0.0?67 0.2169 0.2079 0.0575 0.1627 0.1386 0.0383 0.1084 70 0.2265 0.0627 0.1772 0.1699 0.C470 0.1329 0.1132 0.0313 0.0S86 100 0.1763 0.0488 0.1380 0.1323 0.0366 0.1035 O.0882 0.0244 0.0690 150 0.1284 0.0355 0.1005 0.0963 0.0267 0.0754 0.0642 0.0178 0.0503 200 0.1011 0.0280 0.0791 0.0758 0.0210 0.0593 0.0505 0.0140 0.0396 300 0.0712 0.0197 0.0557 0.0534 0.0148 0.0418 0.0356 0.0098 0.0279 500 0.0451 0.0125 0.0353 0.0338 0.0094 0.0265 0.0226 0.0062 O.0177

Tab.4-4-4 Pollutant concentrations of cxhausted gas fron vehicle in one time of dayting normal volune-(mgIm'3) Forecasting ycear: 2010 section: Changji-Yushugou dis- vertical angle o. 45 degrce parallel tance T I (a) co lC NOX co C | O HC |O

20 0.3614 0.1004 0.2835 0.2711 000753 0.2126 0.1807 0.0502 0.141? 30 0.3257 0.0905 0.2554 0.2443 0.0678 0.1916 0.1629 0.0452 0.1277 40 0.2905 0.0807 0.2279 0.2179 0.0605 0.1709 0. 1453 0.0403 0.1139 SO 0.2599 0.0722 0.2038 0.1949 0.0541 0.1529 0.1299 0.0361 0.1019 70 0.2123 0.0590 0.1665 0. 1593 0.0442 0. 1249 0.1062 0.0295 0.0833 100 0.1653 0.0459 0.1297 0.1240 0.0344 0.0973 0.0827 0.0230 0.0648 150 0.1204 0.0334 0.0944 0.0903 0.0251 0.0708 0.0602 0.0167 0. m7-' 200 0.0948 0.0263 0.0743 0.0711 0.0197 0.0558 0.0474 0.0132 0.0372 300 0.0667 0.0185. 0.0523 0.0501 0.0139 I0.0393 0.0334 | 0.0093 0.0262 S'10 0.0423 0.0117 0.0332 0.0317 D.0088 0.0249 0.0212 0.0059 0.0166 Tab.4-4-4 Pollutant concentrations of exhausted gas from vehicle In one time of daytingnormaI Iolume.(mgm'3^ Forecasting year: 2010 section::Yushugou-butubl dis- vertical ngleof 45 degree parallel tance (a) ICD lHC NOx CO inc N OD TnC NOx 20 0.3008 0.0842 0.2379 0.2256 0.0631 0.178 0.1504 0.0421 0.1189 30 0.2714 0.0759 0.2146 0.2035 0.0570 0.1610 0.1357 0.0380 0.1073 40 0.2412 0.0675 0.1907 0.1809 0.0506 0.1430 0.1206 0.0337 0.0954 50 0.2149 0.0601 0.1700 0.1612 0.0451 0.1275 0.1075 0.0301 0.0850 70 0.1747 0.04B9 0.1381 0.1310 0.0367 0.1036 0.0873 0.02;4 0.0691 100 0.1354 0.0379 0.1071 0.1015O0.0284 0.0803 0.0677 0.0189 0.0535 150 0.0983 0.0275 0.0777 0.0737 0.0206 0.0583 0.0491 0.0138 Q.0369 200 0.0773 0.0216 0.0611 0.0579 0.0162 0.0458 0.0386 0.0108 O.C306 300 0.0543 0.0152 0.0430 0.0408 0.0114 0.0M22 0.0272 0.0076 0.0215 500 0.0344 0.0096 0.0272 0.0258 0.0072 0.0204 0.0172 0.0048 0.0136

Tab.4-4-4 Pollutantconcenirations of exhaustedgas from vehicle in aew time of daytingnormal voluwe.(mg/Jm3) Forecastingyear: 2010 section:Hutubi-Wugongtai dis- vertical angle of 45 degree parallel tance (m) co TMC NOx OD IN FOX co THC Nx

20 0.3008 0.0842 0.2379 0.2256 0.0631 0.1784 0.1504 0.0421 0.1189 30 0.2714 0.0759 0.2146 0.2035 0.0570 0.1610 0.1357 0.0380 0.1073 40 0.2412 0.0675 0.1907 0.1809 0.0506 0.1430 0.1206 0.0337 0.0954 50 0.2149 0.0601 0.1700 0.1612 0-0451 0.1275 0-1075 0.0301 0.0850 70 0.1747 0.0489 0.1381 0.1310 0.0367 0.1036 0.0873 0.0244 0.0691 100 0.1354 0.0379 0.1071 0.1015 0.0284 0.0803 0.0677 0.0189 0.0535 150 0.0983 0.0275 0.0777 0.0737 0.0206 0.0583 0.0491 0.0138 0.0389 200 0.0773 0.0216 0.0611 0.0579 0.0162 0.0458 0.0386 0.0108 0.0306 300 0.0543 0.0152 0.0430 0.0408 0.0114 0.0322 0.0272 0.0076 0.0215 500 0.0344 0.0096 0.0272 0.0258 0.0072 0.0204 0.0172 0.0048 0.0136

Tab.4-4-4 Pollutantconcentrations of exhaustedgas froa vehicle in one time of daytingnormal volume.(c/w^3) Forecastingyear: 2010 section:Wugongtai-ftnas dis- vertical angle of 45 degree parallc tance (m) CD THC NfOx COD TC NOx C0 THC NOx

20 0.2654 0.0740 0.2090 0.1990 0.0555 0.1568 0.1327 0.0370 0.1045 30 0.2393 0.0667 0.1885 0.1794 0.0501 0.1414 0.1196 0.0334 0.0942 40 0.2129 0.0594 0.1677 0.1596 0.0445 0.1258 0.1064 0.0297 0.0838 50 0.1899 0.0530 0.1496 0.1424 0.0397 0.1122 0.0949 0.0265 0.0748 70 0.1546 0.0431 0.1218 0.1159 0.0323 0.0913 0.0773 0.0216 0.0609 1)0 0.1200 0.0335 0.0945 0.0900 0.0251 0.0709 0.0600 0.0167 0.0473 150 0.0872 0.0243 0.0687 0.0654 0.0182 0.0515 0.0436 0.0122 0.0343 200 0.0686 0.0191 0.0540 0.0514 0.0143 0.0405 0.0343 0.0096 0.0270 300 C.0482 0.0135 0.0380 0.0362 0.0101 0.0285 0.0241 0.0067 0.0190 50010.0306 0.0085 0.0241 0.0229 0.0064 0.0181 0. 0153 0.0043 0.0120 Tab.4-4-4 Pollutant concentrations of exhausted gas from vehicle in one time of dayting normial voltme.(ugvm3) Forecasting year: 2010 section-:Manns-Shihezi

dis- vertical angle of 45 degree parallel tance - - - - - (m) a inc NOx OD THC NOt CD THC NOx 20 02353 0.0662 0.1871 0.1765 0.0496 0.1403 0.1176 0.0331 0.0935 30 0.2121 0.0597 0.1687 0.1591 0.0447 0.1265 0.1061 G.0298 0.0843 40 0.1887 0.0531 0.1501 0.1416 0.0398 0.1126 0.0944 0.0265 0.0750 50 0.1684 0.0474 0.1339 0.1263 0.0355 0.1004 0.0842 0.0237 0.0669 70 0.1371 0.0385 0o.1090 0.1028 0.0289 0.0817 0.0685 0.0193 0.0545 N | 100 0.1064 0.0299 0.0846 O.0798 0.0224 0.0634 0.0532 0.0150 0.0423 ; 150 O.0773 0.0217 0.0615 0.0580 0.0163 0.0461 0.0387 0.0109 0.0307 200 0.0608 0.0171 .0.0483 0.0456 0.0128 0.0362 0.0304 0.0085 0.0242 300 0.02M 0.0120 '0.0340 O.0321 0.0090 0.0255 0.0214 0.0060 0.0170 500 0. 271 o00076 0.021510.0203 0.0057 0.0162 0.0135 0.0038 0.0108

Tab.4-4-4 Pollutant concentrations of exhausted gas from vehiclc in one time of dayting normal volumcg.(mw`3) Forecasting year! 2010 section! Shihezi-l[aziwan

dis- vcrtical angle of 45 dcgree parallel tanee (a) OD0O THC NOx mc coC n NOX 20 0.1946 0.0550 0.1550 0.1459 0.0413 0.1162 0.0973 0.0275 0.0775 30 0.1753 0.0496 0.1397 0.1315 0:0372 0.1047 O.0877 0.0248 0.0698 40 0.1563 0.0442 0.1245 0.1172 10. 0332 0.0934 0.0781 0.0221 0.0622 50 0.1397 0.0395 0.1113 0.1048 p0.0296 0-0835 0.0698 0.0198 0.0556 70 0.1140 0.0323 0.0908 0.0855 0.0242 0.0681 0.0570 0.0161 0.0454 100 0.0887 0.0251 0.0707 0.0665 0.0188 0.0530 0.0444 0.0125 0.0353 150 0.0646 0.0183 0.0514 0.0484 0.0137 0.0386 0.0323 0.0091 0.0257 200 0.0508 0.0144 0.0405 0.0381 0.0108 0.0304 0.0254 0.0072 0.0202 300 0.0358 0.0101 0.0285 0.0268 0.0076 0.0214 0.0179 0.0051 0.0142 500 0.0227 0.0064 0.0181 0.0170 0.0048 0.0135 0.0113 0.0032 0.0090

Tab-4-4-4 Pollutant concentrations of exhausted gas from vehicle in one time of dayting normal voluac.(hg/m'3) Forecasting yeart2010 section! Kaziwan-Shauan N dis- vertical angle of 45 dcgrce parallel tanc- (a) CD i_ I NOx CD INC mx CD TNC NOX

20 0.1830 0.0518 0.1458 0.1373 0.0388 0.1094 0.0915 0.0259 0.0729 30 0.1649 0.0467 0.1314 0.1237 0.0350 0.0986 0.0825 0.0233 0.0657 40 0.1470 0.0416 0.1171 0.1103 0.0312 0.0879 0.0735 0.0208 0.0586 SC 0.1314 0.0372 0.1047 0.0986 0.0279 0.07850.0657 0.0186 0.0524 70 0.1073 0.0303 Q.0855 0.0804 0.0228 0.0641 0.0536 0.0152 0.0427 100 0.0834 0.0236 0.0665 0.0626 0.0177 0.0499 0.0417 0.0118 0.0332 150 0.0607 0.0172 0.044 0.0456 0.0129 0.0363 0.0304 0.0086 0.0242 200 0.0478 0.0135 0.0381 0.0358 0:0101 0.0286 0.0239 0.006; 0.0190 300 0.0336 0.0095 0.0268 0.0252 0.0071 0.0201 0.0168 0.0048 0.0134 500 0.0213 0.0060 0.0170 0.0160 0.0045 0.0127 0.0107 0.0030 0.0085 Tab.4-4-4 Pollutant concentrations of exbausted gas from vehicle In o.e time of daytingnormal voluc.(mg/w-3) Forecastirgyeart 2010 section::.Shwan-AnjihDI dis- vertical angle of 45 degree i parallel tance (a) co I Nx OcCDn c NOX CD mC lOx

20 0.1787 0.0503 0.1421 0.1340 0.0377 0.1066 0.0893 0.0252 0.0711 30 0.1610 0.0453 0.1281 0.1207 0.0340 0.0961 0.0805 O.0227 0.0640 40 0.1435 0.0404 0.1142 0.1076 0.0303 0.0856 0.0718 0.0202 0.0571 50 0.1283 0.0361 0.1020 0.0962 0.0271 0.0765 0.0641 0.0181 0.0510 70 0.1047 0.0295 0.0833 0.0785 0.0221 0625 0.0524 0.0147 0.0416 100 0.0C15 0.0229 0.0648 0.0611 0.0172 0.0486 0.0407 0.0115 0.0324 150 D.0S93 0.0167 0.0472 0.0445 0.0125 0.0354 0.0296 0.0083 0.0236 200 0.0467 0.0131 0.0371 0.0350 0.0099 0.0278 0.0233 0.0066 0.0186 300 0.0328 0.0092 0.0261 0.0246 0.0069 0.0196 0.0164 0.004E 0.0131 540 O.0208 0.0059 0.0166 0.0156 0.0044 0.0124 0.0104 0.0029 0.003

Tab.4-4-4 Pollutant concentrations of cxhausted gas from vehicle in one tiae of dayting normalvolume.(mg/'3) Forecasting year: 2010 section::Anjihai-East Kuitun dis- vertical angle of 45 dcgree parallel tance (a) COD TC NOx CD TH NOx 00 TH NO

20 0.1926 0.0539 0.1522 0.1445 0.0404 0.1141 0.0963 0.0269 0.0761 30 0.1736 0.0485 0-1371 0.1302 0.0364 0.1029 0.0868 0.0243 0.0686 40 0.1547 0.0433 0.1222 0.1160 0.0325 0.0917 0.0774 0.0216' 0.0611 50 0.1383 0.0387 0.1093 0.1037 0.0290 0.0819 0.0691 0.0193 0.0546 70 0.1129 0.0316 0.0892 0.0847 0.0237 0.0669 0.0564 0.0158 0.0446 100 0.0878 0.0246 0.0694 0.0659 0.0184 0.0520 0.0439 0.0123 0.0347 150 0.0639 0.0179 0.0505 0.0479 0.0134 0.0379 0.0320 0.0089 0.0253 200 0.0503 0.0141 0.0397 0.0377 0.0106 0.0298 0.0252 0.0070 0.0199 300 0.0354 0.0099 0.0280 0.0266 0.0074 0.0210 0.0177 0.0050 0.0140 500 0.0224 0.0063 0.0177 0.0168 0.0047 0.0133 0.0112 0.0031 0.0089

Tab.4-4-4 Pollutant concentrations of exhausted gas fron vehicle in one w:ue of dayLing normal vomnc.(MVjm'm3) Forecasting year: .010 secton::East Kuitun-Wast Kutun dis- vertical angle of 45 degrec parallel tance - (ml CD T I___NOC CD _ _N OD TH NOx

20 0.0783 0.0219 0.0615 0.0587 0.0165 0.0462 0.0391 I0.0110 0.0308 30 0.0707 0.0198 0.0556 0.0530 0.0149 0.0417 0.0353 0.0099 0.0278 40 0.0634 0.0178 0.0499 0.0476 0.0133 0.0374 0.0317 0.0089 0.0249 50 0.0571 0.0160 0.0449 0.0428 0.0120 0.0337 0.0285 0.0080 0.0224 70 0.0471 0.0132 0.0370 0.0353 0.0099 0.0278 0.0235 0.0066 0.0185 100 0.0369 0.0104 0.0290 0.0277 0.0078 0.0218 0.0125 0.0052 0.0145 150 0.0270 0.0076 0.0213 0.0203 0.0057 0.0159 0.0135 0.0038 0 0106 200 0.0213 0.0060 0.0168 0.0160 0.0045 0.0126 0.0107 0.0030 0.0084 300 0.0150 0.0042 0.0118 0.0113 0.0032 0.0089 0.0075 0.0021 0.0059 50 0.0095 0.0027 0.0075 0.0072 0.0020 0.0056 0.004B 0.0013 0.0038 Tab.4-4-4 Pollutantconcentrations of exhausted gas from v:hicle in one time of dayting normalvolume.(mgiW'3) Forecasting year! 2010 section::Xizhan-Anninqu

dis- vertical angle of 45 degree parallel tance (mn CD TC NOx CD TiH NOx CD THC NOx

20 0.0919 0.0268 0.0753 0.0689 0.0201 0.0565 0.0460 0.0134 0.0377 30 0.0830 0.0242 0.0680 0.0622 0.0182 0.0510 0.0415 0.0121 0.0340 40 0.0741 0.0217 0.007 0.0556 0.0162 0.0456 0.0371 0.0108 0.0304 50 0.0664 0.0194 0.0544 0.0498 0.0145 0.0408 0.0332 0.0097 0.0272 70 0.0543 0.0159 0.0445 0.0407 0.0119 0.0334 0.0272 0.0079 0.0222 100 0.0423 0.0124 0.0347 0.0317 0.0093 0.0260 0.0212 0.0062 0.0173 150 0.0308 0.0090 0.0252 0.0231 0.0067 0.0189 0.0154 0.0045 0.0126 200 0.0242 0.0071 0.0199 0.0182 0.0053 0.0149 0.0121 0.0035 0.0099 300 0.0171 0.0050 0.0140 0.0128 0.0037 C.0105 0.0085 0.0025 0.0070 500 0.0108 0.0032 0.0089 0.0081 0.0024 0.0066 0.0054 0.0016 0.0044

Tab.4-4-4 Pbllutant concenttations of cxhausted gas from vehicle in one time of dayting normalvolumc.mg,m-3) Forecastingyear: 2010 section::Anninqu-Shangshahc dis- vertical angle of 45 dcsrce parallel tancc (in) CD lHC NOx CO lHC NOx co THC IJOx

20 0.0925 0.0271 0.0759 0.0695 0.0203 0.0569 0.0463 0.0135 0.0379 30 0.0836 0.0244 0.0685 0.0627 0.0183 0.0514 0.0418 0.0122 0.0342 40 0.0747 0.0218 0.0612 0.0560 0.0164 0.0459 0.0373 0.0109 0.0306 50 0.0669 0.0195 0.0548 0.0502 0.0147 0.0411 0.0334 0.0098 0.0274 70 0.0547 0.0160 0.0448 0.0410 0.0120 0.0336 0.0274 0.0080 0.0224 100 0.0426 0.0125 0.0349 0.0320 0.0093 0.0262 0.0213 0.0062 0.0175 150 0.0310 0.0091 0.0254 0.0233 0.0068 0.0191 0.0155 0.0045 0.0127 200 0.0244 0.0071 0.0200 0.0183 0.0054 0.0150 0.0122 0.0036 0.OIC9 300 0.0172 0.0050 0.0141 0.0129 0.0038 0.0106 0.0086 0.0025 0.0070 500 0.2109 0.0032 0.0089 0.0082 0.0024 0.0067 0.0054 0.0016 0.0045 Tab.4-4-4 Follutantconcentratio's of exhausted gas free vchicle in oec timc of daytini. normal.volsmtc.(mgIm"3) Forecasting year!2020 section Wulapuo-Cngfanggou dis- vcrtical angle of 45 degree parallel tance . _ (a1) cD __HC MIx C) Hc axOD 7h NM 20 0.0988 0.0288 0.0831 i.0741 0.0216 0.0623 0.0494 0.0144 0.0415 30 0.0909 0.0265 0.0764 0.0682 0.0199 0.0573 0.0455 0.0131,0.0382 40 0.0815 0.0238 0.0685 0.0611 0.0178 0.0514 0.04G8 0.0119 0.0343 50 0.0728 0.0213 0.0612 0.0'46 -0.0159 0.0459 0.0364 0.0106 0.030t; 70 0.0591 0.0172 0.0497 0.0443 0.0129 0.0373 G.0296 0.0085 0.0248 100 0.0455 0.0133 0.0383 0.0342 0.0100 0.0287 0.0228 0.0066 0.0191 150 0.0328 0.0096 0.0275 0.0246 C.0072 0.0207 0.0164 0.0048 0.0138 200 0.0256 0.0075 0.0215 0.0192 O.0056 C.0161 0.0128 I'.0037 0.0108 300 0.0179 0.0052 0.0150 0.0134 0.UC ' 0.0113 0.0089 0.0026 0.0075 500 0.0113 0.0033 0.0095 0.0084 0.002S L° 0 07 1 0.0056 0.0016 0.0047

Tab.4-4-4 Pollutantconcentralions of exhaustedgas from vehicle in onc time of dayting normal volumc.(mg/m-3) Forecastingyear: 2020 section.::Cangfanggo-Xishan

Cis- vertical - angle of 45 degree parallel tance _ TH | NOx

20 0.1636 0.0468 0.1346 0.1227 0.0351 0.1009 0.0818 0.0234 * 0.0673 30 0.1505 0.0430 0.1238 0.1129 0.0323 0.092S 0.0753 0.0215 0.0619 40 0.1350 0.0386 0.1110 0.1012 0.0289 0.0833 0.0675 0.0193 0.0555 50 0.1206 0.0345 0.0992 0.0905 0.0259 0.0744 0.0603 0.0172 0.0496 70 0.0979 0.0280 0.0805 0.0734 0.0210 0.0634 0.04890.0140 0.0403 100 0.0754 0.0216 0.0620 0.0566 0.0162 0.0465 0.0377 0.0108 0.0310 150 0.0543 0.0155 0.0446 0.0407 0.0116 3.0335 0.0271 0.0078 I0.0223 200 0.0424 0.0121 0.0349 0.0318 0.009i C.0262 0.0212 0.0061 0.0174 300 0.0296 0.0085 0.0244 0.0222 0.-0063 0.0183 0.0148 0.0042 0.0122 500 0.0186 0.0053 0.0153 0.0140 0.0040 0.0115 0.0093 0.0027 0.0077 - I I- - I I -- ~~ -- ___I__

Tab.4-4-4 Pollutantconcenlrations of exhausted gas from vehiclc in cne time of daytingnormal volime.(mg/m'^3 Forecastingyear: 2020 section.:Xishan-Shizhan

dis- vertical angiz of 45 dcgree parallel tance OD _m D- _-~ -7 ) (m) 0C.) ND C Ia I 20 0.3813 0.1076 0.3114 0.2860 0.0807 0.2335 0.1907 0.0538 0.1557 30 0.3442 0.097. 0.28911 0.2582 0.0728 0.2108 0.1721 0.0485 0.1405 40 0.3076 0.0868 0.2511 0.2307 0.0651 0.1883 0.1538 0.0434 0.1256 50 0.2754 0.0777 0.2249 0.2066 0.0583 0.1687 0.1377 0.0388 0.1124 70 0.2253 0.0636 0.1840 0.1690 0.0477 0.1380 0.1127 0.0318 0.0920 100 0.1755 0.0495 0.1433 0.1316 0:0371 0.1075 0.0878 0.0248 0.0717 150 0.1278 0.0361 0.1044 0.0959 0.0270 0.0783 0.0639 0.0180 0.0522 200 0.1006 0.0284 0.0821 0.0754 0.0213 0.0616 0.0503 0.0142 0.0411 300 0.0708 0.0200 0.0578 0.0531 00150 0.0434 0.0354 0.0100 0.0289 500 0.0449 0.0127 0C.0366 0.0336 0.0095 0.0275 0.0224 0.0063 0.0183 Tab.4-4-4Pollutant concenLrations of exhausted gas fromvehicle in one timeof daytingnormal volume.(0m-3) Forecastingyear: 2020 sectionf:Xizhann-Bag8ng dis- vertical angleof 45 dcgrfc parallel tance (mi) CO Tmc NOX co Mc W co THC NOx

20 0.5419 0.1565 0.4514 0.4065 0.1174 V.3385 0.2710 0.0783 0.2257 30 0.4884 0.1410 0.4067 0.3663 0.1058 0.3051 0.2442 0.0705 0.2034 40 0.4356 0.1258 0.3628 0.3267 0.0944 0.2721 0.2178 0.0629 0.1814 50 0.3896 0.1125 0.3245 0.2922 0.0844 0.2434 0.1948 0.0563 0.1623 70 0.3184 0.0920 0.2652 0.2388 0.0690 0.1989 0.1592 0.0460 0.1326 100 0.2479 0.0716 0.2065 0.1859 0.0537 0.1549 0.1240 0.0358 0.1032 150 0.1806 0.0521 0.1504 0.1354 0.0391 0.1128 0.0903 0.0261 0.0752 200 0.1421 0.0410 0.1184 0.1066 0.0308 0.0888 0.0711 0.0205 0.0592 300 0.1001 0.0289 0.0834 0.0751 0.0217 0.0625 0.0500 0.0145 0.0417 500 0.0634 0.0183 0.0528 0.0476 0.0137 0.0396 0.0317 0.0092 0.0264

Tab.4-4-4Pollutant concentrations of exhausted gas fromvehicle in one timeof dayEingnormal volume.(mgur13) Forecastingyear: 2020 section:-Bagang--Changji dis- vertical angleof 45 degree parallel tance zm)0o IEC ~NOx OD THC NfX CD lllC " Ox 0 0.6168 0.1758 0.5U71 0.4626 0.1319 0.3803 0.3084 0.0879 0.2536 30 0.5558 0.1585 0.4570 0.4168 0.1188 0.3427 0.2779 0.0792 0.2285 .40 0.4958 0.1413 0.4076 0.3718 0.1060 0.3057 0.2479 0.0707 0.2038 50 0.4434 0.1264 0.3646 0.3326 0.0948 0.2734 0.2217 0.0632 0.1823 70 0.3623 0.1033 0.2979 0.2718 0.0775 0.2234 0.1812 0.0517 0.1490 100 0.2821 0.0804 0.2320 0.2116 0.0603 0.1740 0.1411 0.0402 0.1160 150 0.2055 0.0586 0.1690 0.1541 0.0439 0. 1267 0. 1027 0.0293 0.0845 200 0.1618 0.0461 0.1330 0.1213 G.0346 0.0997 0.0809 0.0231 0.0665 300 j 0.1139 0.0325 0.0936 0.0854 0.0244 0.0702 0.0569 0.0162 0.0468 50010.0722 0.0206 0.0594 0.0541 0.0154 0.0445 0.0361 0.0103 0.0297

Tab.4-4-4 Pollutant concentrations of exhausted gas from vehicle in one timeof daytingnormal volume.(mVm-3 Foreca.tingye.ar: 2020 section:Changji-Yushugou dis- vertical angleof-45 degree parallel tance -_ (m) OD nc NOx CO IH NOC CD MC NOC

20 0.5669 0.1626 0.4686 0.4252 .1219 0.3514 0.2834 0.0813 0.2343 30 0.5108 0.1465 C.4222 0.3231 0.1099 0.3167 0.2554 0.0733 0.2111 40 0.4557 0.1307 0.3766 0.3417 0.0980 0.2825 0.2278 0.06530.:883 50 0.4076 0.1169 0.3369 0.3057 -.0$7? 0.2527 0.2038 0.0584 0.1684 70 0.3330 0.0955 0.2753 0.2498 '3.0716 0.2065 0.1665 0.0478 0.1376 100 0.2593 0.0744 0.2143 0.1945 0.0558 0.1608 0.1297 0.0372 01072 150 0.1389 0.0542 0.1561 0.1417 10.0406 0. 1171 0.0944; 0.0271 0.0781 200 0.1487 0.0426 0.1229 0.1115 0.0320 0.0922 0.0743 0.0213 0.0614 300 0.1047 0.0300 0.0865 0.3785 0.0225 0.0649 0.0523 0.0150 0.0433 500 0.0664 0.0190 0.0548 0.0498 0.0143 0.0411 0.0332 0.0095 0.0274 ______,- ...... l...... - Tab.4-4-4Pollutant concentrations of cxbausted gas fromvehicle in one time of daytingnormal volume.Amg/m"3 Forecastingyear: 2020 section:Yushugou-butubi

dis- vcftical angicof 45 degrce parallel tance (C) OD ToC NOx OD iC NOX OD liE NOx 20 0.4892 0.1417 0.4080 0.3669 0.1062 0.3060 0.2446 0.0708 0.2040 30 0.4413 0.1278 0.3681 0.3310 0:0959 0.276l 0.2207 0.0639 0.1840 40 0.3922 0.1136 0.3271 0.2942 0.0852 0.2454 0.1961 0.0568 0.1636 50 0.3495 0.1012 0.2915 0.2621 0.0759 0.2186 0.1748 0.0506 0.1458 70 0.2840 0.0823 0.2369 0.2130 0.0617 0.1777 0.1420 0.0411 0.1185 100 0.2202 0.0638 0.1837 0.1651 0.0478 0.1377 0.1101 0.0319 0.0918 150 0.1599 0.0463 0.1333 0.1199 0.03117 0.1000 0.0799 0.0231 0.0667 200 0.1257 0.0364 0.1048 0.0942 0.0273 0.U786 0 0628 0.0182 0.0524 300 0.0884 0.0256 0.0737 0.0663 0.0192 0.0553 0.0442 0.0128 0.0369 500 0.0560 0.0162 0.0467 0.0420 0.0122 0.0350 0.0280 0.0081 0.0233

Tab.4-4-4 Pollutantconcentrations of cxhaustedgas from vehicle in enc timc of daytingnortini volumc.(ms/m-3) Forecastingyear- 2020 section:!Hutubi-wugongtai

dis- vcrtical angle of 45 degree parallel tance (ml coC TCM NOX OD ch I Nx CD lHC NOx 20 0.4892 0.1417 0.4080 0.3669 0.1062 0.3060 0.24460.0708 0.2040 30 0.4413 0.1278 0.3681 0.3310 0.0959 0.2761 0.2207 0.0639 0-1840 40 0. 3922 0.1136 0.3271 0.2942 0.0852 0.2454 0.1961 0.0568 I 0.1636 50 0.3495 0.1012 0.2915 0.2621 0.0759 0.2186 0.1748 0 0506 0.1458 70 0.2840 0.0823 0.2369 0.2130 0.0617 0.1777 0.1420 0.04E41 0.1185 100 1.2202 0.0638 0.1837 0.1651 0.0478 0.1377 0.1101 0.0319 0.0918 150 0 1599 0.0463 0.1333 0.1199 0.0347 0.1000 0.0799 0.0231 0.0667 200 0. 1257 0.0364 0.1048 0.0942 0'03273 0.0786 0.0628 0.0182 0.0524 300 0.0884 0.0256 0.0737 0.0663 0.0192 0.0553 0.0442 0.0128 0.0369 500 0.0560 0.0162 0.0467 0.0420 0.0122 0.0350 0.0280 0.0081 0.0233

Tab.4-4-4 Pollutant concentrations of exhausted gas frot vehicle in one time of daytingnormal volume.(ug/mm3 Forecastingyear '~920 section::Wugongtai--Manas dis- vcrtical j angle of 45 degree parallel Lance I , (a) CD THC NOx CO THC NOx, CD THC NOx

20 0.4664 0.1351 0.3889 0.3498 0. 13 0.2916 10.2332 0.0676 0.1944 30 0.4205 0.1218 0.3506 0.3154 0.0914 0.263010.2102 0.0609 0.1753 40 0.3741 0.1084 0.3119 0.2806 0.0813 0.233910.1870 0.0542 0.1560 50 0.3337 0.0967 0.2783 0.2503 0.0725 0.2087 10.1669 0.0483 0.139' 70 0.2717 0.0787 0.2265 0.2037 0.0590 0.1699 0.1358 0.0393 0.1133 100 0.2109 0.0611 0.1758 0.1581 0.0458 0.1319 0.1054 0.0305 0.0879 150 0.1532 0.0444 0.1278 0.1149 0.0333 0.0958 0.0766 0.0222 0.0639 200 0.1205 0.03490.1005 I0-0904 0.0262 0.0753 0.0602 0.0175 0.0502 300 0.0848 0.0246 0.0707 0.0636 0.0184 0.0530 0.0424 0.0123 0.0353 500 0.053710.0156 0.04481 0.0403 1 0.0117 0.033610.0269 0.0078 10.0224 Tab.4-4-4 Pollutantconcentrations of exhaustedgas from vehicle in one time of dayting normal volumc.(mg/mr3) Forecasting yearf 2020 section!HManas-Shibezi dis- vertical angle of 45 degree parallel tance - (m) CD TH NOX CD THC ?k COD THC NOx

20 0.3987 0.1167 0.3360 0.2990 0.0875 0.2520 0.1994 0.0583 0.1680 3. 0.3595 0.1052 0.3030 0.a696 0.0789 0.2272 0.1797 0.0526 0.1515 40 0.3198 0.0936 0.2696 0.2399 0.0702 0.2022 0.1599 0.0468 0.1348 50 0.2853 0.0835 0.2405 0.2140 0.0626 0.1803 0.1427 0.0417 0.1202 70 0.2322 0.0679 0.1957 0.1742 0.0510 0.1468 0.1161 0.0340 0.0979 100 0.1803 0.0527 0.1519 0.1352 0.0396 0.1139 0.0901 0.0264 0.0760 150 0.1310 0.0383 0.11t040.0982 0.0287 0.0828 0.0655 0.0192 0.0552 200 0.1030 0.0301 0.0868 0.0773 0.0226 0.0651 0.0515 0.0151 0.(434 300 0.0725 0 0212 0.0611 0.9544 0.0159 0.0 58 0.0362 0.0106 0.0305 500 0.0459 0.0134 0.0387 0.0344 0.0101 0.0290 0.0230 0.0067 0.0193

Tab.4-4-4 Pollutantconcentrations of exhaustedgas from vehiclc in one time of dayting normal volumc.(mg/m^3) Forecastingycar: 2020 section 9Shibezi-Kaziwan dis- vertical angleof 45 degree parallel tance (M) CD TnC NOx OD iC NOx CO MHC NOx

20 0.3797 0.1113 0.3204 0.2848 0.0835 0.2403 0.1899 0.0557 0.1602 30 0.3422 0.1003 0.2888 0.2566 0.0753 0.2166 0.1711 0.0502 0.1444 40 0.3050 0.0894 0.2574 0.2288 0.0671 0.1930 0.1525 0.0447 0.1287 50 0.2726 0.0799 0.2301 0.2045 0.0600 0.1725 0.1363 0.0400 0.1150 70 0.2225 0.0653 0.1878 0.1669 0.0489 0.1408 0.1113 0.0326 0.0939 100 0.173k 0.0508 0.1461 0.1298 0.0381 0.1096 0.0866 0.0254 0.0730 150 0.1260 0.0370 0.1063 0.0945 0.0277 O.J798 0.0630 0.0185 0.0532 200 .0.0992 0.0291 0.0837 0.0744 0.0218 0.0628 0.0496 0.0145 0.0418 300 0.0698 0.0205 O.0589 0.0524 0.0154 0.0442 0.0349 0.0102 0.0295 500 10.0442 0.0130 0.0373 0.0332 0.0097 0.0280 0.0221 0.0065 0.0187

Tab.4-4-4 Pollutant concentrations of exhausted gas fromvehicic in one time of dayting normal volume.(mg/u'3) Forecasting year: 2020 secrionw Kazi-an-Shawan dis- vertical angle of 45 degrec parallel tance ------i - (I) CD MHC NOx OD THC IDONOX MHC NOx

20 0.3484 0.1022 0.2939 0.2613 0.0766 0.220: 0.1742 0.0511 0.1469 30 0.3139 0.0921 0.2648 0.2355 0.0690 0.1986 0.1570 0.0460 0.1324 40 0.2798 0.0821 0.2360 0.2099 0.0615 0.1770 0.1399 0.0410 0.1180 50 0.2501 0.0733 0.2110 0.1876 0.0550 0.1582 0.1251 0.0367 0.1055 70 0.2012 0.0599 0.1722 0.1531 0.0449 0.1292 0.1021 0.0299 0.0861 100 O.IS88 0.0466 0.1340 0.1191 0.0349 0.1005 0.0794 0.0233 0.0670 150 0.1156 0.0339 O.C975 0.0867 | 0.0254 0.0731 0.0578 0.0170 0.0488 200 0.0910 0.0267 0.0767 0.0682 0.0200 0.0576 0.0455 0.0133 0.0384 300 0.0640 0.0188 0.0540 0.0480 0.0141 0.0405 0.0320 0.0094 0.0270 500 1 J.0406 I0.0119 10.0342 10.0301 0.0089 10.0257 1 0.0203 0.0060 0.0171 Tab.4-4-4Poltutans concentrations of exhausted8Js from vehiclO In onc time of dayting normal voIume.(ag1m^3) Forecasting year, 2020 sectiontrShwan-Anjihnl dis- vertical angleof 45 degree prallel - tance - (m)m O THC NOx OD 11. Nx OD TNC NO 20 0.3390 0.0988 0.2847 0.2542 0.0741 0.2136 0.1695 0.0494 0.1424 30 0.3055 0.0890 0.2566 0.2Z91 0.0668 0.1924 0.15Z7 0.0445 0.1283 40 0.2723 0.0793 0.2287 0.2042 0.0595 0.1715 0.1361 0.0397 0.1144 50 0.2434 0.0709 0.2044 0.1825 0.0532 0.1533 0.1217 0.0355 0.1022 70 0.1986 0.0579 0.1669 0.1490 0.0434 0.1252 0.0993 0.0289 0.0834 100 ;.1545 0.0450 C.12A8 0.1159 0.0338 0. 974 0.0773 0.0225 0.0649 150 0.1125 0 0328 0.0945 0.0844 0.0246 0.0709 0 0562 0.0164 0.0472 200 0.0885 0.0258 0.0744 0.0664 0.0193 0.0558 0.0443 0.0129 0.0372 300 0.0623 0.0182 0.0523 0.0467 0.0136 0.0393 0.0312 0.0091 0.0262 500 0.0355 0.0115 0.0332 0.0296 0.0086 0.0249 0.0197 0.0058 0.0166

Tab.4-4-4 Pollutant conccntrationsof cxhaustcd gas from vchicle in one timeof daytingnormal volume.Crgm"'3) Forecastingyear- 2020 section::Anjihai-EastKuitun dis- vertical angleof 45 degree parallel tance (m) CD THC NOx C THC NOx CO mC NOx 20 0.3630 0.1050 0.3025 0.2723 0.0788 0.2270 0.1815 0.0525 0.1513 30 0.3271 0.0946 0.2727 0.2453 0.0710 0.2045 0.1636 0.0473 0.1363 40 0.2916 0.0844 0.2431 0.2187 0.0633 0.1823 0.1458 0.0422 0.1215 50 0.2606 0.0754 0.2173 0.1955 0.0565 0.1629 0.1303 0.0377 0.1086 70 0.2127 0.0615 0.1773 0.1596 0.0462 0.1330 0.1064 0.0308 0:0887 100 0.1655 0.0479 0.1380 0.1241 0.0359 0.1035 0.0828 0.0239 0.0690 150 0.1205 0.0349 0.1004 0.0904 0.0261 0.0753 0.0602 0.0174 0.0502 200 0.0948 0.0274 0.0790 0.0711 O.C206 0.0593 0.0474 0.0137 0.0395 300 0.0667 0.0193 0.0556 0.0501 0.0145 0.0d17 0.033410.0097 0.0278 500 0.0423 0.0122 0.0353 0.0317 0.0092 0.0264 0.0211 0.0061 0.0176

Tab.4-4-4Pollutant concentrations of exhaustedgas fromvehicle in one timeof daytingnormal volume.(mg/mr3) Forecastingyear- 2020 sectionw-East.Kuitun-WastKutun dis- vcrtical angleof 45 degree parallel tance (m) aO TIhC NOx CO THC NOX CD TMC NOx 20 0.1672 0.0489 0.1403 0.1254 0.0367 0.1053 0.0836 0.0245 0.0702 30 0.1510 0.0442 0.1267 0.1133 0.0332 0.0951 0.0755 0.0221 0.0634 40 0.1356 0.0397 0.1138 0.1017 0.0298 0.0853 0.0678 0.0198 0.0569 50 0.1220 0.0357 0.1024 0.0915 0.0268 0.0768 0.0610 0.0179 0.0512 70 0.1006 0.0294 0.0844 0.0754 0.0221 0.0633 0.0503 0.0147 0.0422 IOC 3.0789 0.0231 0.0662 0.0592 0.0173 0.0496 0.0394 0.0115 0.0331 150 0.0578 0.0169 0.0485 0.0433 0.0127 0.0363 0.0289 0.0085 0.0242 200 0.0456 0.0133 0.0382 0.0342 0.0100 0.0287 0.0228 0.0067 0.0191 300 0.0321 0.0094 0.0270 0.0241 0.0071 0.0202 0.0161 0.0047 0.0135 500 on02G4 0.0060 0.0171 0.0153 0.0045 0.0128 0.0102 0.0030 0.0086 _ . f _ - l_ __ I Tab.4-4-4Pollutant conc:ntrations of exhaustedgas from vehicle in one time of dayting normal voluae.(ag/^3) Forecastingyears 2020 scctiont:Xizban-Anninqu

dis- vertical angle of 45 degree parallel tance - _ _. -- (. oo IHiC NOx cD THC NOx COD TH NOi

20 0.1946 0.0588 0.1684 0.1460 0.044t 0.1263 0.0973 0.0294 0.0842 30 0.1757 0.0531 0.1520 0.1318 0.0398 0.1140 0.0o79 0.0265 0.0760 40 0.1570 0.0474 0.1358 0.1177 0.0356 0.1019 0.0785 0.0237 0.OD79 50 0.1406 0.0425 0.1216 0.1054 0.0318 0.0912 0.0703 0.0212 0.0608 70 0.1150 0.0347 0.0995 0.0863 0.0261 0.0746 0.0575 0.0274 0.0497 100 0.0896 0.0271 0.0775 0.0672 0.0203 0.0581 0.0448 C 0135 0.0388 150 0.0653 0.0197 0.0564 0.0489 0.0148 0.0423 0.0326 0.0099 0.0282 200 0.0513 0.0155 0.0444 0.0385 0.0116 0.0333 0.0257 0 0078 0.0222 ;. 300 0.0361 0.0109 0.0313 0.0271 0.0082 0.0234 0.0181 0.0055 0.0156 500 0.0229 0.0069 0.0198 0.0172 0. n 52 0.0149 0.0114 0.0035 0.00o9

Tab.4-4-4Pollutant concentrations of exbausted gis from vehiclc in one timeof daytingnormal volume.( V nA3) Forecastingyear: 2020 section-!Anninqu-Sbangsbahe

dis- vertical angleof 45 degree parallcl tance J_ _ _ _ _

20 0.1960 0.0591 0.1694 0.1470 0.0444 0.1271 0.0980 0.029i 0.0847 3G 0.1769 0.0534 0.1529 0.1327 0.0400 0.1147 0.0885 O.CZ6? 0.0765 -40 0.1581 0.0477 0.1367 0.1186 0.03b8 0.1025 0.0790 G.0239 C.0683 50 0.1416 0.0427 0.1224 0.1062 0.0320 0.0918 0.0708 0.021A 0.0612 70 *.1158 0.0349 0.1001 0.0869 0.0262 0.0751 0.0579 0.0175 0.0501 to0 0.02 n n?72 0.0780 0.0677 0:0204 0.0585 0.0451 0.0136 0.0390 150 0.0657 0.0198 0.0568 0.0493 0.0149 0.0426 0.0329 O OO99 0.0284 200 0.0517 0.0156 0.0447 0.038& 0.0117 0.0335 0.0259 0.0078 0.02C3 300 0.0364 0.0110 0.0315 0.0273 0.0082 0.0236 0.0182 0.005- 0.0157 500 0.0231 0.0070 0.0199 0.0173 0.0052 0.0149 O.O1Sl0.003sb 0.0100 Tab.4-4-5 Polluti-n degrec and scope of cxcecding standard determined by NOx concentration in one time of n'uuL traffic volume unit: tmg/m'

Vert.cal angle of 45 degre parallel foreca |~r -ting section 20D concen scopc 2C' -cncen| scope 20m concen %cope year -tration (J) -[ration (m) -tration (a)

2000 Bagang- hOangji 0.159 25

%,1(l Xishan- Stizhan 0.158 25 Xizhan- I Bagsng 0.219 55 0.165 25 Bagang- COangji 0.302 1 85 0.226 60 Changii- Yushugou 0.284 80 0.21; 50 Yushugcar huLubi 0.238 0 0.178 35 I :atubi- Wugorgtai 0.238 60 0.178 35

-*anas 0.209 50 0.157 25 Manas- Shihczi 0. 187 40 Sbibezi- Xazisan 0.155 25 Anj iba i- EastKuiLun 0.152 20 ______. Tab. 4-4-S

vertical angle of 45 degre parallel foreca -ting section 20m concen scope 20D concen scope 20m conccn scope year -tration (m) -tration (m) -tration (m)

2020 Xishan- Shizhnn 0.311 90 0. 224 60 0.191 40 Xizhan- Bagang 0.451 150 0.338 110 0.226 60 Bagang- I Changji 0.507 160 0.380 120 0.254 70 Cbangj i- Yushugou 0.469 150 0.351 110 0.234 60 Yushugou- butubi 0.408 120 0.306 80 0.204 50 Hutubi- Wugongtai 0.408 120 0.306 80 0.204 50 Wugongta i -Manas 0.389 120 0.292 8o 0.194 45 Manas- Shihezi 0.335 100 0.252 65 0.168 30 Shil.cz i- Kazisan 0.320 90 0.240 60 0.160 25 Kaziwan- Shawan 0.294 85 0.220 55 Shwan- Anjihai 0.285 B0 0.214 50 Anjihai- EastKuitun 0.303 85 0.227 55 0.151 20 Xizhan- anninqu 0.168 30 Anninqu-

Shangshahc 0.169 30 .

Notc:20mnconcentration refers to the concentration in the place of 20w away from roadside. Tnb.4-4-6 Pollutant concentrations of exlausted ps from vchicic in one time of peak bour volue.(mgi/3) Forecasting yearf 2000 sectioni tVlipuo-Cangfanggou dis- vertical angle of 45 degtce parallel tance (0m CD lHC NOx CD niC tJOx CO THC IOx

20 0.0233 0.0065 0.0177 0.0174 0.0049 0.0133 0.0116 0.0033 0.009 30 0.0214 0.0060 0.0163 0.0161 0.0045 0.0122 0.0107 0.0030 0.0081 40 0.0192 0.0054 0.0146 0.0144 0.0040 0.0110 0.0096 0.0027 0.0073 50 0.0171 0.0048 0.0131 0.0129 0.0036 0.0098 0.0086 0.0024 0.0065 70 0.C139 0.0039 0.0106 0.0104 0.0029 0.0079 0.0070 0.0020 0.0053 100 0.0107 0.0030 0.0082 0.0080 0.0023 I0.00610.0054 0.0015 0.0041 150 0.0077 0.0022 0.0059 0.0058 0.0016 0.0044 0.0039 0.0011 0.0029 200 'O.0060 0.0017 0.0046 0.0045 O.0013 0.0034 0.0030 0.0008 0.0023 300 0.0042 0.0012 0.00W2 0.0032 0.0009w0.0024 0.0021 0.0006 0.0016 500 0.0026 0.0007 10.0020 0.0020 0.0006 0.0015 0.0013 0.0004 0.0010

Tab.4-4-6 Po!lutant concentrations of exhausted gas from vehicle in one time of peak hour volumc.(ag/i^3) Forecasting year: 2000 section: :Cangfanggo-Xisban dis- vertical angle of 45 degree 1 paralLci tancc (mf) CD Mc EO O THC" OX CD iN NOx

20 O.0233 0.0065 0.0177 0.0174 0.0049 0.0133 0.0116 0.0033 0.0089 30 0.0214 0.0060 0.0163 0.0161 0.0045 0.0122 0. 0107 0.0030 0.0081 40 0.0192 0.0054 0.0146 0.0144 0.0040 0.0110 0.0096 10.0027 0.0073 50 0.0171 0.0048 0.0131 0.0129 0.0036 0.0098 0.0086 0.0024 0.0065 70 0.0139 0.0039 0.0106 0.0104 0.0029 0.0079 0.0070 0.0020 0.0053 100 0.0107 0.0030 0.0082 0.0080 0.0023 0.0061 0.0054 0.0015 0. 0041 150 0.0077 0.0022 0.0059 0.0058 0.0016 0.0044 0.0039 0.0011 0.0029 200 0.0060 0.0017 0.0046 0.0045 0.0013 0.0034 0.0030 0.0008 o0.0023 300 0.0042 0.0012 0.0032 0.0032 0.0009 0.0024 0.0021 0.0006 0.0016 500 10.0026 0.0007 0.0020 0.0020 0.00061 0.0015 0.0013 0.0004 0.000

Tab.4-4-6 Pollutant concentrations of exhausted gasfrom vehicle in one time of peak hour volme.(mg/m3) Forecasting year: 2000 section: :Xisban-Shizbaa dis- vcrtical angle of 45 degree parallel tance _ I T (m) OD ThC NOX CD ili _NOx OD JK rM 20 0.1915 0.0509 0.1408 0.1436 0.0382 0.1056 0.0957 O.0U254 0.0704 30 0. 1728 0.04Fq 0.1271 0. 1296 0.0345 0.0953 0.0864 0.0230 0.0636 40 0.1544 0.041h 0.1136 0.1158 0.0308 0.0852 0.0772 I J0205 0.0568 50 0.1383 0.0368 0.1017 0.1037 0.0276 0.0763 0.0691 0.0184 o.C509 70 0.1131 0.0301 0.0832 0.0848 0.0226 0.0624 0.0566 0.0150 0.0416 100 I0.0881 C-0234 0.0648 0.0661 0.0176 0.0486 0.0441 0.0117 0.0324 15010.0642 0.0171 0.0472 0.0481 0.0128 0.0354 0.0321 0.0085 O.0236 200 0.0505 0.0134 0.0371 0.0379 0.0101 0.0279 0.0253 0.0067 0.0'86 300 0.0355 0.0094 0.0261 0.0267 0.0071 0.0196 0.0178 0.0047 0.0131 5001 0.0225 0.0060 0.0166 0.0169 0.0045 0.0124 0. 01'3 0.0030 0.0083 Tab.4-4-6 Pollutantconcentrations of exhaustedgas from vehicle In one time of peak bour volume.Iam'^3) Forecastingyear: 2000 section:tizhan-Bagang dis- vertical angle of 45 degree parallel Lance - - (m) C THC NOx CD THC NOx CO TXC NOx

20 0.2678 0.0725 0.1998 0.2009 0.0544 0.1499 0.1339 0.0363 0.0999 30 0.2413 0.0653 0.1801 0.1810 0.0490 0.1351 0.1207 0.0327 0.0900 40 0.2153 0.0583 0.1606 0.1615 0.0437 0.1205 0.1076 0.0291 0.0803 50 0.1926 0.0521 0.1437 0.1444 0.0391 0.1078 0.0963 0.0261 0.0718 70 0.1573 0.0426 0.1174 0.1180 0.0319 0.0880 0.0787 0.0213 0.0587 100 0.1225 0.0332 0.0914 0.0919 0.0249 0.0686 0.0613 0.0166 0.0457 150 0.0892 0.0242 0.0666 0.0669 0.0181 0.0499 0.0446 0.0121 0.0333 200 0.0702 O.'I90 0.0524 0.0527 0.0143 0.0393 0.0351 0.0095 0.0262 300 0.0495 0.0134 0.0369 0.0371 0.0100 0.0277 0.0247 0.0067 0.0185 500 0.0314 0.0085 0. 0234 0.0235 0.0064 0.0175 0.0157 0.0042 0.0117

Tab.4-4-6 Pollutant concentrations of exhausted gas from vehicle in one time of peak hour volumc.(ugJnE3) Forecastingyear! 2000 sectiont:Bagang--Changji dis- vertical angle of 45 degree parallel

(m)r OD l N x CD _ c NOx

20 0.441A 0.1196 3.3294 0.3311 0.0897 0.2471 0.2207 0.0598 0.1647 30 0.3978 0.1078 0.2969 0.2983 0.0808 0.2226 0.1989 0.0539 0.1484 *40 0.3548 0.0961 0.2648 0.2661 0.0721 0.1986 0.1774 0.0481 0.1324 50 0.3174 0.0860 0.2369 0.2380 0.0645 0.1776 0.1587 0.0430 0.1184 70 0.2593 0.0703 0.1935 0.1945 0.0527 0.1452 0.1297 0.0351 0.096 100 0.2019 0.0547 0.1507 0.1514 0.0410 0.113C 0.1010 0.02740.075q 150 0.1471 0.03°98 0.1098 0.1103 0.0299 0.082Z 0.0735 0.0199 0.0549 200 0.1158 0.0314 0.0864 0.0868 0.0235 0.06480.0579 0.0157 0.0432 300 0.0815 0.0221 0.0608 0.0611 0.0166 0.0456 0.0408 0.0110 0.0304 500~ 0.0517 0.0140 0.0386 0.0388 0.0105 0.0289 0.0258 0.0070 0.0193

Tab.4-4-6 Pollutantconcentrations of exhaustedgas from vehicle in one time of peak hocsrvolume.(mg/Wl3) Forecastingyear: 2000 section:Changj;i-Yushugou dis- vertical angle of 45 degree parallel tance (m) CO IHC NOx Co THC NOx ODD HC NOx

20 0.3696 0.1007 0.2770 0.2772 0.0755 0.2078 0.1848 0.0503 0.1385 30 0.3330 0.0907 0.2496 0.2498 0.0681 0.1872 5.1665 0.0454 0.1248 40 0.2970 0.0809 0.2227 0.2228 0.0607 0.1670 0.1485 0.0405 0.1113 50 0.2657 0.0724 0.1992 0.1993 0.0543 0.1494 0.1328 0.0362 0.0996 70 0.217-1 0.0592 0.1628 0.1628 0.0444 0.1221 0.1086 0.0296 0.0814 100 0.1691 0.0461 0.1267 0.1268 0 0345 0.0950 0.0845 0.0230 0.0634 150 0.1231 0.0335 0.0923 0.0923 C.0252 0.0692 0.0616 0.0168 0.0462 200 0.0969 0.0264 0.0727 0.0727 0.0198 0.0545 0.0485 0.0132 0.0363 300 0.0682 0.0186 0.0512 0.0512 0.0139 0.0384 0.0341 0.0093 0.0256 500 0.0433 n.9118 0.0324 0.0324 0.0088 0.0243 0.0216 0.0059 0.0162 .. .26005 l ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~0088004.. Tab.4-4-6 Pollutantconcentrations of exhaustedgas from vehicle in one time of peak bour voliuac.(mg/iii3) Forecastingyearz 2000 section-iYusbugou-butubL

di:- vertical angle of 45 degree pakraliel

tance- -- (a) OD mc NOx OD MEC NOx CD iNc NOx

20 0.3057 0.0834 0.2295 0.2292 0.0626 0.1721 0.1528 0.0417 0.1147 30 0.2758 0.0753 0.2070 0.2068 0.0565 0.155 0.1379 0.0376 0.1035 40 0.2451 0.0669 0.1840 0.1838 0.0502 0.1380 0.1225 0.0335 0.0920 50 0:2184 0.0596 0.1640 0.1538 0.0447 0.1230 0.1092 0.0298 0.0820 70 0.1775 0 0485 0.1332 0.1331 0.0363 0.0999 0.0887 0.0242 0.0666 100 0.1376 0.0376 0.1033 0.1032 0.0282 0.0775 0.0688 0.0188 0.0516 150 0.0999 0.0273 0.0750 0.0749 0.0205 0.0562 0.0499 0.0135 0.0375 200 0.0785 0.0214 0.0599 0.0589 0.0161 0.0442 0.0393 0.0107 0.0295 300 0.0552 0.0151 0.0415 0.0414 0.0113 0.0311 0.0276 0.0075 0.0207 500 O.C350 0.0095 0.0263 0.0262 0.0072 0.0197 0.0175 0.0048 0.0131

Tab.4-4-6 Pollutantconcentrations of exhaustedgas from vehticle in one time of peak hour voltmne.(mg/mr3) Forecastingyear: 2000 scction!:Hutubi-lugongtai

dis- vertical angle of 45 degree parallel tance-.___ (m) CD) ThC Nr (I mHC NOr OD mc NOh

20 0.3057 0.0834 0.2295 0.2292 0.0626 0.1721 0.1528 0.0417 0.1147 30 0.2758 0.0753 0.2070 0.2068 0.0565 0.1553 0.1379 0.0376 0.1035 40 0.2451 0.0669 0.1840 0.1838 0.0502 0.1380 0.1225 0.0335 0.0920 50 0.2184 0.0596 0.1640 0.1638 0:0447 0.1230 0.1092 0.0298 0.0820 70 0.1775 0.0485 0.1332 0.1331 0.0353 0.0999 0.0887 0.0242 0.3666 100 0.1376 0.0376 0.1033 0.1032 0.0282 0.0775 0.0688 0.0188 0.0516 150 0.0999 0.0273 0.0750 0.0749 0.0205 0.0562 0.0499 0.0136 0.0375 200 0.0785 0.0214 23.0589 0.0589 0.0161 0.0442 0.0393 0.0107 0.0295 300 0.0552 0.0151 0.0415 0.0414 0.0113 0.0311 0.0276 0.0075 0.0207 500 0.0350 0.0095 0.0263 0.0262 0.0072 0.0197 0.0175 0.0048 0.0131

* ~~~Tab.4-4-6Pollutant concentrations oi exhaustedgas from vehicle in one time of peak hour volume.(mg.In3) Forecastingyear: 2000 section-Wugongtai-ibnas

dis- vertical angle of 45 degree parallel tance (m) OD mc - ?JO), CD MEC I x CD mc NOr

20 0.2004 0.0543 0.1489 0.150310.0407 0.1115 0.1002 0.0271 0.0744 30 0.'807 0.0490 0.1342 0.1355 0.0367 0. 1007 0.0904 0.0245 0.0671 40 0.1608 0.0436 0.1194 0.1206 0.0327 0.0895 0.0804 0.0218 0.0597 50 0.1434 0.0389 0.1065 0.1(175 0.0291 0.0799 0.0717 0.0194 0.0533 70 0.1168 6.0316 0.0867 0.0876 0.0237 0.0650 0.0584 0.0158 0.0434 100 0.0906 0.0245 G.0673 0.0680 0.0184 0.0505 0.0453 0.0123 0.0337 150 0.0659 0.0178 0.0489 0.0494 0.0134 0.0367 0.0329 0.0089 0.0245 200 0.0518 0.0140 0.0385 0.0388 0.0105 0.0288 0.0259 0.0070 0.0192 300 0. 0364 0.0099 0.D271 0.0273 0.0074 0.0203 0.0182 0.0049 I0.0135 500 0.0231 0.006310.01710.0173 0:0047 0.0129 0.0115 0.003110.0086 Tab.4-4-6 Pollutant concentrations of exhausted gas from velicle in one time of peak hour volue. (mgwa3) i Forecasting year- 2000 section::Manas-Shihezi dis- vertical angle of 45 degree pairallel tance (a) mc NOx co 'C pox ao DHC NOx

20 0.1988 0.0539 0.1477 0.1491 0.0404 0.1108 O.Q994 0.0269 0.0739 30 0. 1793 0.0486 0. 1332 0.1345 0.0364 0.0999 0.0896 0.0243 0.0666 40 0.1595 0.0432 0.1185 0.1196 0.0324 0.0889 0.0797 0.0216 0.0592 50 0.1423 0.0386 0.1057 n.1067 0.0289 0.0793 0.0711 0.0193 0.0529 70 0. 1158 0.0314 0.0860 0.0869 0.0235 0.0645 0.0579 0.0157 0. 0430 100 0.0899 0.0244 0.0668 0.0674 0.0183 0.0501 0.0449 0.0122 0.0334 150 0.0653 0.0177 0.0485 0.0490 0.0133 0.0364 0.0327 0.0089 0.0243 200 0.0514 0.0139 0.0382 0.0385 0.0104 O.0286 0.0257 0. 070 0.0191 300 0.0361 0.0098 0.0268 0.0271 0.0073 0.0201 0.0181 0.0049 0.0134 500 0.0229 0.006Z 0.0170 0.0172 0.0047 0.0128 0.0114 0.0031 0.0085

Tab.4-4-6 Pollutant concentrations of cxhausted pas from vchiclc in one tine of peak hour volume. (g/mwU3) Forecasting year: 2000 section :Shihezi-Kaziran dis- vertical angle of 45 degree parallel Lancce . (M) c) TH( NOx co ic a h OD Mc NOx

20 0.1878 0.0511 0.1399 0.1408 0.0383 0.1049 0.0939 0.0256 0.0700 30 0.1692 0.0461 0.1261 0.1269 0.0345 0.0946 0.0846 0.0230 0.0630 40 0.1508 0.0411 0.1124 0.1131 0.0308 0.0843 0.0754 0.0205 0.0562 50 0.1348 0. 0367 0.1005 0.1011 0.0275 0.0753 0.0674 0.0183 0.0502 70 0.1100 0.0300 0.0820 0.0825 O.0225 0.0615 0.0550 0.0150 0.0410 100 0.0856 0.0233 0.0632 0.0642 0.0175 0.0478 0.0428 0.0117 0.0319 150 0.0623 0.0170 0.0464 0.0467 0.0127 0.0348 0.0312 0.0085 0.0232 200 0.0490 0.0133 0.0365 0.0368 0.0100 0.0274 0.0245 0.0067 0.0183 300 0.0345 0.0094 0.0257 0.0259 O.C070 0.0193 0.0173 0.0047 0.0129 530 0.0219 0.0060 0.0163 0.0164 0.0045 0.0122 0.0109 0. 0030 0. 0082

Tab.4-4-6 Pollutant concentrations of exhausted gas from vehicle in onc time of peak hour volume.-(mgJ.3) Forecasting year: 2000 se tion:: Kazian-Shiawan dis- vertical angle of 45 degree patallel tance r ( M OD Mc NOX CD TIHC NOt OD0) C NOX

20 0.1863 0.0506 0.1385 0.1397 0.0380 0.1038 0.0931 O.Q053 0.0692 30 03.1679 0.0456 0. 1248 0.1259 0.0342 0.0936 0.0839 0.0228 0.0624 40 0.1496 0.0406 0.1112 0.1122 0.0305 0.0834 0.0748 0.0203 0.0556 50 0.1337 0.0363 0.0994 0.1003 0.0272 0.0746 0.0669 0.0182 0.0497 70 0.1092 0.0297 0.0811 0.0819 0.0222 0.0609 0.0546 0.0148 0.0406 100 0.0849 0.0231 0.0631 0.0637 0.0173 0.0473 0.0425 0.0115 0.0316 150 0.0618 0.0168 0.0459 0.0464 0.0126 0.0345 0.0309 0.0084 0.0230 200 0.0486 0.0132 0.0352 0.0365 0.0099 0.0271 0.0243 0.006b 0.0181 300 0.0342 0.0093 0.0255 0.0257 0.0070 0.0191 0.0171 0.0047 0.0127 500 0.0217 0.009 0.0161 0.0163 0.0044 0.0121 0.0109 0.0029 0.0081 Tab.4-4-6Pollutant concentrations of exhaustedgas fromvehicle in anc timeof peak hourvolumc.(mg/m'31 Forecastingyeari 2000 sectiontZw3mn-Anjibai dis- vertical angle of 45 degree parallel tance (a) coD in ? x OD nc NOr CD m c 20 0.1820 0.0493 0.1354 0.1365 0.0370 0.1015 0.0910 0.0247 0.0677 SQ 0.1640 0.0444 0.1220 0.1230 0.0333 0.0915 0.020 0.0222 0.0610 40 0.1462 0.0396 0.107 0.1096 0.0297 0.0815 0.0731 0.0198 0.0544 50 0.1307 0.0354 0.0972 0.0980 0.0266 0.0729 0.0653 0.0177 0.0486 70 0.1067 0.0289 0.0793 0.0800 0.0217 0.0595 0.0533 0.0145 0.0397 100 0.0830 0.0225 0.0617 0.0622 0.0169 0.0463 0.0415 0.0112 0.0309 150 0.0604 0.0164 0.0449 0.0453 0.0123 0.0337 0.0302 O.U082 0.0225 200 0.0475 0.0129 0.0353 0.0356 0.0097' 0.0265 0.0238 0.00W4 0.0177 300 i0.0335 0.0091 0.0249 0.0251 0.0068 0.0187 0.0167 O.OC45 0.0124 5 0.0212 0.0057 0.0158 0.0159 0.0043 0.0118 0.0106 0.0029 0.0079

Tab.4-4-6 Pollutantconcentrations of exhaustedgas from vehicle in one time of peak hour volume.(mg/m"3) ForecastinSyear! 2000 section :Anjihai-EastKuitun dis- vertical angle of 45 degree parallel tance--I(m) !D TW Nox co TH NOX CD 1t NOx 20 0.1826 0.0495 0.1358 0.1369 0.0371 0.1019 0.0913 0.0247 0.0679 30 0.1645 0.0446 0.1224 0.1234 0.0334 0.0918 0.0823 0.0223 0.0612 40 0.1467 0.0398 0.1091 0.1100 0.0298 0.0818 0.0733 0.0199 0.0545 50 0.1311 0.0355 0.0975 0.0983 0.0266 0.0731 0.0655 0.0178 0.0488 70 0.1070 0.0290 0.0796 0.0803 0.0218 0.0597 0.0535 0.0145 0.0398 100 0.0832 0.0226 0.0619 0.0624 0.0169 0.0464 0.0416 0.0113 0.0310 ISO 0.0606 0.0164 0.0451 0.0454 0.0123 0.0338 0.0303 0.0082 0.0225 200 0.0477 0.0129 0.0355 0.0358 0.0097 0.0266 0.0238 0.0065 0.0177 300 0.0336 0.0091 0.02-5 0.0252 0.0068 0.0187 0.0168 0.0045 0.0125 500 0.0213 0.0058 0.0158 0.0160 0.0043 0.0119 0.0106 0.0029 0.0079

Tab.4-4-6 Pollutant concentrationsof exhaustedgas from vehic.e in one time of peak hour volac.(uj'n3) Forecastingyear: 2000 section:EastKuitun-Wast Kutun dis- vertical angle of 45 degree parallcl lance Cm) D Mic NOx OD mic NOx CD nC NOc 20 0.0636 0.0172 0.0472 0.0477 0.0129 0.0354 0.0318 0.0086 0.0236 30 0.0574 0.0156 0.0427 0.0431 0.0117 0.0320 0.0287 0.0078 0.b213 40 0.0515 0.0140 0.0383 0.0387 0.0105 0.0287 0.0258 0.0070 0.01-.2 50 0.0464 0.0126 0.0345 0.0348 0.0094 0.0258 0.0232 0.0063 0.0172 70 0.0382 0.0104 0.0284 0.0287 0.0078 0.0213 0.0191 0.0052 0.0142 100 0.0300 0.0081 0.0223 9.0225 0.0061 0.0167 0.0150 0.0041 0.0111 150 0.0220 0.0060 0.0163 0.0165 O.C045 0.0122 0.0110 J0.0030 0.00 2 200 0.0173 0.0047 0.0129 0.0130 0.0035 0.0097 0.0087 |0.0023 0.0064 300 0.0122 0.0033 0.0091 10.0092 0.0025 0.0068 0.0061 '0.0017 0.0045 500 0.0078 0.0021 0.0058 10.0058 0.0016 0.0043 0 0039 10.0011 0.0029 Tab.4-4-6 Pollutant conccntrations of exhausted gas from vehicle in one time of peak bour volue.Cugieb3) Forecasting year: 2000 section:Xizhan-Anninqu dis- vertical angle of 45 degree parallel tance - _- (a) onD TIC NOx CD iE NOr co Mc NOX

20 0.0932 0.0262 0.0716 0.0699 0.0196 0.0537 0.0466 0.0131 0.0358 30 0.0842 0.0236 0.0646 0.0631 0.0177 0.0485 0.0421 0.0118 0.0323 40 0.0752 0.0211 0.057? 0.0564 0.0158 0.0433 0.0376 0.0106 0.0289 50 0.0673 0.0189 0.0517 0. 050b 0.0142 0.03S8 0.0337 0.0095 0.0259 70 0.0551 0.0155 0.0423 0.0413 0.0116 0.0317 0.0275 0.0077 0.0212 100 0.0429 0.0120 0.0330 0.0322 0.0090 0.0247 0:0215 0.0060 0.0165 150 0.0313 0.0088 0.0240 0.0234 0.0066 0.0180 0.0156 0.0044 0.0120 200 0.0246 0.0069 0.0189 0.0184 0.0052 0.0142 0.0123 0.0035 0.0094 300 0.0173 0.0049 0.0133 0.0130 0. 0036 0.0100 0.0087 0.0024 0.0066 500 0.0110 0.0031 0.0084 0.0082 0.0023 0.0063 10.0055 0.0015 0.0042

Tab.4-4-6 Pollutant concentrations of exhaustedgas from vebicle in one time of peak hour volume.(aVm^3) Forecastin; year: 2000 section::Anninqu-Shangshahe dis- vertical angle of 45 degree parallel tance _ (ml) CO THC NO W(D lHC NOX Co 1HC NOx 2'i 0.0938 0.0263 0.0720 0.0703 0.0197 0.0540 0.0469 0.0132 0.0360 30 0.0847 0.0238 0.0650 0.0635 0!017B 0.0488 0.0423 0.0119 0.0325 40 0.0756 0.0212 0.0581 0.0567 0.0159 0.0436 0.0378 0.0106 0.0291 50 0.0677 0.0190 0.0520 0.0508 0.0143 0.0390 0.0339 0.OO95 0.0260 70 0. 0554 0.0156 0.0426 0.0416 0.0117 0.0319 0.0277 0.007s 0.0213 100 0.0437 0.0121 0.0332 0.0324 0.0091 0.0249 0.0216 0.0061 0.0166 150 0.0314 0.0088 0.0241 0.0236 0.0066 0.0181 0.0157 0.0044 0.0121 200 0.0247 0.0069 0.0190 0 0186 0.0052 0.0143 0.0124 0.0035 0.0095 300 0.0174 0-0049 0.0134 0.0131 0.0037 0G0100 0.0087 0.0024 0.0067 500 0.0110 0.0031 0.0085 0.0083 0.0023 0.0064 0.0055 0.0015 0.0042 Tab.4-4-6 Pollutantconcentratlons of exhaustedgas from vehicle in one time of peak hour volume.(mgWm3) Forecastingyear, 2010 sections.Wulapuo--Cangfanggou dis- vertical angle of 45 degrce parallel tance - (m) JD lI NOx OD NC NOW ao ioc NOx

20 0.0460 0.0135 0.0377 0.0345 0.0101 0.02P3 0.0230 0.0068 0.0188 30 0.0423 0.0124 0.0347 0.0318 0.0093 0.0260 0.0212 0.0062 0.0173 40 0.0380 0.0111 0.0311 0.0285 C.0084 0.0233 0.0190 0.0056' 0 0155 50 0.0339 0.0100 0.0278 0.0254 0.0075 0.0208 0.0170 0.0050 0.0139. 70 0.0275 0.0081 0.0225 0.0206 0.0061 0.0169 0.0138 0.0040 0.0113 100 0.0212 0.0062 0.0174 0.0159 0.0047 0.0130 0.0106 0.0031 0.0087 150 0.0153 0.0045 0.0125 0.0114 0.0034 0.0094 0.0076 0.0022 0.0063 200 0.0119 0.0035 0.0098 0.0089 0.0026 0.0073 0.0060 0.0018 0.0049 300 0.0083 0.0024 0.0068 O.OG62 0.0018 0.0051 0.0042 0.0012 0.0034 SOO 0.0052 0.0015 0.0043 0.0039 0.0012 0.0032 0.0026 C.0008 0.0021

Tab.4-4-6 Pollutantconcentrations of ekthaustedgas from vehicle in one time of peak hour volumc.(mgim"3) Forecasting ycat: 2010 section:iCangfanggo-Xishan dis- vertical angle of 45 degree paral:el tance . (n) COD mC NO CD THC NOx CD THC NOx

20 0.1602 0.0446 0.1261 0.1202 0.0334 0.0945 0.0801 0.0223 0.0630 30 0.1474 0.0410 0.1160 0.1106 0.0308 0.0870 0.0737 0.0205 0.0580 40 0.1322 0.0368 0.1040 0.0991 0.0276 0.0780 0.0661 0.0184 0.0520 50 0.1181 0.0328 0.0929 0.0886 0.0246 0.0697 0.0591 0.0164 0.0465 70 0.0958 0.0267 0.0754 0.0719 0.0200 0.0565 0.0479 0.0133 L.0377 100 0.0738 0.0205 0.0581 0.0554 0.0154 0.0436 0.0369 0.0103 0.0290 150 0.0531 0.0148 0.0418 0.0399 0.0111 0.0314 0.0266 0.0074 0.0209 200 0.0415 0.0115 0.0327 0.0311 0.0087 0.0245 0.0208 0.0058 0.0163 300 0.0290 0.0081 0.0228 0.0217 0.0060 0.0171 0.0145 0.0040 0.0114 500 0.u1£2 0.0051 0.0144 0.0137 0.0038 0.0108 0.0091 0.0025 0.0072

Tab.4-4-6 Pollutantconcentrations of cxhaustedgas from vehicle in onc time of peak hour volutc.(mgtm-3) Forecastingyear: 2010 section:Xishan-Shizhan dis- vertical angic of 45 degrec parallel

t'c GO THC OD ' NODNOxNDx CD MC NOx

20 0.4152 0.1135 0.3227 0.3114 00.0851 0.2420 0.2076 0.0567 0.1614 30 0.3748 0.1025 0.2913 0.2811 0.0768 0.2185 0.1874 0-)512 0.1457 40 0.3349 0.0915 0.2603 0.2512 0.0687 0.1952 0.1674 0.0458 0.1302 50 0.2999 0.0820 0.2331 0.2249 0.061- 0.1748 0.1499 0.0410 0.1165 70 0.2453 0.0671 0.1907 0.1840 0.0503 0.1430 0.1227 0.0335 0.0953 100 0.1911 0.0522 0.1486 0.1433 0.0392 0.1114 0.0956 0.0261 0.0743 150 0.1392 0.0380 0.1082 0.1044 0.0285 0.0811 0.0696 0.0190 0.0541 200 0.1095 0.0299 0 0851 0.0821 0.0225 0.0638 0.0548 0.0150 0.0426 300 0.0771 0.0211 0.0599 0.0578 0.0158 0.0449 0.0385 0.0105 0.0300 500 0.0488 0.0133 0.0380 0.0366 0.0100 10.0285 0.0244 0.0067 0.0190 Tab.4-4-6 Pollutantconccntrations of exhaustedgas from vehicle in onc time of peak bour volumc..(mgIm3) ForecasLingyear: 2010 sectiont:Xizhan-Bagang dis- vertical angle of 45 dcgree parallel tancc - (m) co MNc Nx co THC NOX OD TNC KOx

20 0.5682 0.1586 0.4488 0.4261 0.1189 0.3366 0.28,41 0.0793 0.2244 30 0.5120 0.1429 0.4044 0.3840 0.1072 0.3033 0.2560 0.,07140.2022 40 0.4567 0.1275 0.3607 0.3425 0.0956 0.2706 0.2283 0.0637 0.1804 50 0.4085 0.1140 0.3227 0.3064 0:0855 0.2420 0.2042 0.0570 0.1613 70 0.3338 0.0932 0.2637 0.2503 0.0699 0.1978 0.1669 0.0466 0.1318 100 0.2599 0.0725 0.2053 0.1949 0.0544 0.1540 0.1300 0.0363 0.1027 150 0.1893 0.0528 0.1495 0.1420 0.0396 0.112t 0.0947 1 0.0264 0.0748 200 0.1490 0.0416 0.1177 3.1118 0.0312 0.0883 0.0745 0.0208 0 a9 300 0.1049 0.0293 0.0829 0.0787 0.0220 0.0622 0.0525 0.0146 0.0414 500 0.0665 0.0186 0.0525 0.0499 0.0139 0.0394 0.0333 0.0093 0.0263

Tab.4-4-6 Pollutant concentrations of exhaustedgas from vehicle in one time of pear hour volume.(mg/m^3) Forecastingyear 2010 section:1Bagang-Changji dis- vc!tical angle of 45 dcgrce parallel tance. (m) (ID MlC NOx CD TIC NOx co THC NOx

20 0.7885 0.2201 0.6229 0.5914 0.1651 0.4671 0.3942 0.1101 ' 3114 30 0.7105 0.1984 0.5613 0.5329 0-1488 0.4209 0.3553 0.0992 0.2806 40 0.6338 0.1769 0.5006 0.4753 0.1327 0.3755 0.3169 0.0885 0.2503 50 0.5669 0.1583 0.4478 0.4252 0.1187 0.3358 0.2834 0.0791 0.2239 7C 0.4632 0.1293 0.3659 0.3474 0.0970 0.2744 0.2316 0.0647 0.1830 100 0.3607 0.1007 0.2849 0.2705 0.0755 0.2137 0.1803 0.05C3 0.1425 150 0.2627 0.0733 0.2075 0.1970 0.0550 0.1556 0.1314 0.0367 0.1038 200 0.2068 0.0577 0.1633 0.1551 0.0433 0.1225 0.1034 0.0289 0.0817 300 0.1456 0.0406 0.1150 0.1092 0.03.. 0.0863 0.0728 0.02n3 0.0575 500 0.0923 0.0258 0.0729 0.0692 0:0193 0.0547 0.0461 0.0129 0.0365

Tab.4-4-6 Pollutantconcentrations of exhaustedgas from v-hicle in one timc of peak hour volume.(mg/wm3) Forecastingy-af. 20:0 sc_:±.or.:carg,ii-Yushugou dis- vcrtical angle of 45 degree parallel tance (a) co THC' NO% CD IC NOrx CO IHC NO,

20 0.7399 0.2073 0.5860 0.5549 0.1555 0.4395 0.3699 0.1037 0.2930 30 0.6667 0.1868 0.5281 0.5000 0.1401 0.3960 0.3334 0.0934 0.2640 40 0.5947 0.1667 0.4710 0.4460 0.1250 0.3533 0.2973 0.0833 0.2355 50 0.5319 0.1491 P.4213 0.3989 0.1118 0.3160 0.2660 0.0745 0.2107 70 0.4347 0.1218 0.3443 0.3260 0.0914 0.2582 0.2173 0.0609 0.1721 100 0.33B5 0.0948 0.2681 0.2538 C.0711 0.2010 0.1692 0.0474 0.1340 150 0.2465 0.0691 0.1952 0.1849 0.0518 0.1464 0.1233 0.0345 0.0976 200 0.1940 0.0544 0.1537 0.1455 0.0408 0.1153 0.0970 0.f272 0.0768 300 0.1366 0.0383 0.1082 0.1025 0.0287 0.0812 0.0683 0.0191 0.0541 500 0.0866 0.0243 0.0686 0.0650 0.0182 0.05141 0.0433 0.0121 0.0343 Tab.4-4-6 Pollutantconccntrations of cxzhustcdgas from vehicle ir. onc tive of peak hour voluame.(mgIm3) Forccasting year- 2010 sections::Yusbugou-hutubi

dis- | vertical angle of 45 degree parallel tancel . (al) coCO Mc NOx oD THC NOX cD w NO%

20 0.6191 0.1736 0.4905 0.4643 0.1302 0.3678 0.3095 0.0868 0.2452 30 0.5585 0.1567 0.4425 0.4189 0.1175 0.3319 0.2793 0.0783 0.2212 40 0.4964 0.1392 0.3933 0.3723 0.1044 0.2949 0.2482 0.0696 0. 1966 a0 0.4423 0.1241 0.3504 0.3318 0.0931 0.2628 *0. 2912 0.06200.1752 70 0.3595 0.1008 0.2848 0.2696 0.0756 0.2136 0 1797 0.0504 0.1424 100 0.2787 0.0782 0.2208 0.2000 0.0586 0.1656 0.1393 0.0391 0.1104 150 0.2023 0.0567 0.1603 0.1517 0.042fi 0.1202 0.101' 0.0284 0.0801 200 0.1590 0.0446 0.1260 0.1193 'J. 0335 0.0945 0.07S5 0.0223 0.0630 300 0.111 0.0314 0.0886 0.0839 0.0235 0.0665 0.0559 0.0157 0.0443 500 0.0'709 0.199 0.0561 0.0531 0.0149 0.0421 0.0354 0.0099 0.0281

Tab.4-4-6 Pollutant conccntrations of exhausted gas from vehielc in one timc of peak hour volumc.;ng/m-3) Forecastir. vear! 2010 section::Hutubi-Wugongtai

,is- vertical angle of 45 degree parallel *ance I (m) CO MHC NthX CD THC NOx CO TC Nox

20 0.6191 0.1736 0.4905 0.4643 0.1302 0.3678 0.3095 0.0868 0.2452 30 0.5585 0.1567 C.4425 0.4189 01175 0.3319 0.2793 0.0783 0.2212 40 0.4964 0.1392 0.3933 0.3723 0.1044 0.2949 0.2482 0.0696 0.1966 50 0.4423 0.1241 0.3504 0.3318 0.0931 0.2628 0.2212 0.0620 0.1752 70 0.3595 0.1008 0.2848 0.2696 0.0756 0.2136 0.1797 0.0504 0.1424 100 0.2787 M.07M2 0.2208 0.2090 0.0586 0.1656 0.1393 0.0391 0.1104 150 0.2023 0.0567 0.1603 0.1517 0.0426 0.1202 0.1012 0.0284 0.0801 200 0.1590 0.0446 0.1260 0.1193 0.0335 0.0945 0.0795 0.0223 0.0630 300 0.1118 0.0314 0.0886 0.0839 0.0235 0.0665 0.0559 0.0157 0.0443 500 0. 0709 0.0199 0.056] 0.0531 0.0149 0.0421 0.0354 0.0099 0.0281

Tab.4-4-6 Pbllutant 17oncentrations of cxhaustcd gas from vehicic in one time of peak hour volumc.(mg/ot^3) Forecasting year: 2010 section ::Wugongtai-Manas dis- vertical angle of 45 degree parallel a2ncc _ i Im) OD -ITC INOx CD -HC | N0x CD | THC NOx

20 0.5463 0.1527 0.4310 10.4097 |0.1145 t0.3233 0.2 7 3 1 0.0764 0.2155 30 0.4925 0.1377 0.38F3UbI 0.3604 J| 1032 |0.2915 0.2463 0.0688 0.1943 40 0.4382 0.1225 0.3457 0 3286 0.0919 j 0.2i9| 0.2191 0.0612 0.1729 50 1.3909 0. k93 0.3084 (;. 293Z i 0. Vi:; U. 23i3 0.1954 0.0546 0.1542 70 0J.3182 0.0889 0.2511 10.2386 'C. '367 1 .1883 0.1591 0.0445 0.1255 100 0.2470 0.0690 0.1349 O.1852 10.fl518 1 00.1235 0.0045 0.0974 150 0.1795 0.0502 0.l4j6 10.134S '.Y376 0.0v 1 0.0897 0.0251 0.0708 200 0.1411 0.0395 0.1113 G.1058 I0.0296 0|.83 0.0706 0.0197 0.0557 300 0.0993 0.0278 0.0783 0.0745 IC.n1i8 1 .0588 0.0496 0.0139 0.0392 500 0.0629 0.0176 0.0495 0.0472 0 0132' .0372 0.0315 0.0088 0.0248

- ~ . L.- Tab.4-4-6 Pollutantconccnttatlons of exhausted gas from vehicle in one timeof peak hourvolume.(g/m'3) Fotecasting yeart 2010 sectlonwillnass-Shihezl dis- vertical angle of 45 degree patalcl tance (. co TWC NOx CD Th "ox 00 Th NOx

20 0.5393 0.1508 0.4255 0.4045 0.1A31 0.3191 0.2697 0.0754 0.212A 30 0.4d63 0.1359 0.3837 0.3647 0.1020 0.2877 0.2431 0.0680 0.191l 40 0.4326 0.1209 0.3413 0.3245 0.0907 0.256C 0.2163 0.0605 0.17C O 0.3859 0.1079 0.3045 0.2895 0.0809 0.2284 0.1930 0.0539 0.152. 70 0.3142 0.0878 0.2479 0.2356 0.0659 0.1859 0.1571 0.0439 0.123f 100 0.2438 0.0682 C 1924 0.1829 0.0511 0.1443 0.1219 0.0341 0.0G. 150 0.1772 0.0405 (.1398 0.1329 0.0372 0.1048 0.0886 0.0248 a.-069 200 0.J333 0.0390 0.1099 0.1045 0.0292 0.0824 0.0697 0.0195 0.055' 300 0.0980 0.0274 0.0773 0.0735 0.0206 0.0580 0.0490 0.0137 0.038. 500 o0.0621 0.0174 0.0490 0.0466 0.0130 0.0368 0.0.311 0.0087 0.0245

Tab.4-4-6Pollutant concentrations of cxhausted gas from vchicle in onc time of peak hour volume.omg/m3) ForecasLingycar, 2010 seLtion!Shihezi--Kaziwan dis- vertical angleof 45 degree parilClI tance - (a) COD lC NOx oD lHC ?Jt 00 ThC NOx

20 0.4448 0.1252 0.3520 0.3336 0.0939 0.2640 0.2224 0.026 0.1760 30 0.4009 0.1128 0.3172 0.3007 0.0846 0.2379 0.2004 0.0564 0.1586 .40 0.3573 0.1005 0.2827 0.2680 0.0754 0.2120 0.1787 0.0503 0.1414 50 0.3194 0.0899 0.2527 0.2395 0.0674 0.1895 0.1597 0.0449 0 1263 70 0.2607 0.0733 0.2063 0.1955 0.0550 0.1547 0.1303 0.0367 0.1031 100 0.2028 0.0571 0.1605 0.1521 0.0428 0.1204 0.1014 0.0285 0.080' 150 0.1476 0.0415 0.1168 0.1107 0.0312 0.0876 0.0738 0.0208 0.058: 200 0.1162 0.0327 0.0919 0.0871 0.0245 0.0689 0.0581 0.0163 0.0460 300 0.0818 0.0230 0.0647 0.0613 0.0173 0.0485 0.0409 0.0115 0.032.1 500 0.0518 0.0146 0.0410 0.0389 0.0109 0.0308 0.0259 0.0073 0.02C.'

Tab.4-4-6Pollutant concentrations el exhausted gas from vehicle in one tineof peakhour volumc.(mg/vi3) Forecastingyear: 2010 section::Kaziwan -Shasan dis- vcrtical angleof-45 degree parallel tance (m) OD _THC _ OD Ox THC CA) Th NOx

20 0.4187 0.1178 0.3313 0.3140 0.0883 0.2485 0.2094 0.0580 0.1c.. 30 0.3773 0.1061 0.2985 0.2830 0.0796 0.2239 0.1887 0.0531 0. 14U: 40 0.3363 0.0946 0.2661 0.2522 0.0710 0.1996 0.1682 0.0473 0.1.:" 50 0.3006 0.0846 0.2378 0.2255 0.0634 0.1784 0.1503 0.0423 0.11.;_ 70 0.2'34 0.0690 0.1941 0.1840 0.0518 0.1456 0.1227 0.0345 0.(J71 100 0.1909 0.0537 0.1510 0.1432 0.0403 0.1133 0.0954 0.0269 0.075. 150 0.1390 0.0391 0.1099 0.1042 0.0293 0.0825 0.0695 0.019i 0.0Q. 200 0-1093 0.0308 0.0865 0.0820 0.0231 0.0649 0. 0547 0.0154 0 0.1" 300 0.0770 0.0217 0.0609 0.0577 0.0162 0.0457 0.0385 0.0108 0.0:#. 500 0.0488 0.0137 0.0386 0.0366 0.0103 0.0290 0.0244 0.0069 0.01:. Tab.4-4-6 Pollutant coaicentrationsor exbnusted tas.from vehicle In one time of peak houT voIumec.(mg/m13i Forecasting year, 2010 section:uShmon-Anjihai dis- vertical angle of 45 degree parallel tance (a) CI THC NOX OD THC NO coxCn THC NO

201 0.4100 0.1147 0.3234 0.3075 0.0860 0.2426 0.2050 0.0574 0.1617 30 0.3695 0.1034 0.2914 0.2771 0:0775 0.2186 0.1847 0.0517 G.1457 40 0.3293 0.0921 0.2598 0.2470 0.0691 e.1948 0.1647 0.0461 0.1299 50 0.2943 0.0824 0.2322 0.2208 0.0618 0.i741 0.1472 0.0412 0.1161 70 0.2403 0.0672 0; 1895 0.1802 0.0504 0.1421 0.1201 0.0336 0.0948 100 0 1869 0.0523 0.1474 0.1402 0.0392 0.1106 0.0935 0.0261 0.0737 I50 0.1361 0.0381 0.1073 0.1020 0.0286 0.0805 0.0680 0.0190 0.0537 200 0.1071 0.0300 0.0845 0.0803 0.0225 0.0633 0.0535 0.0150 0.04;22 300 0.0754 0.0211 0.0595 0.0565 0.0158 0.0446 0.0377 0.0!05 0.0297 500 0.0478 0.0134 0.0377 0.0358 0.0100 0.0283 0.0239 0.0067 0.0188

Tab.4-4-6 Pollutant concentrations of exhausted gas fron vehicle in one time of peak hour volume.(mg/mf3) Forecasting year: 2010 section -Anjihni-East Kuitun dis- vertical angle of 45 dcgrcc parailcl tance I . _ (m) CO M)liC C 1NOxlHC NOx co 1fL

20 0.4090 0.1144 0.3226 0.3067 0.0858 0.242?n 0.2045 0.0572 0.1r13 30 0.3685 0.1031 0.2907 0.2764 0.0773 0.21Sb 0.1843 0.0516 0. 14..' 40 0.3285 0.0919 0.2591 0.2464 0. 0689 0.1944 0.1642 0.0460 0.1296 50 0:2936 0.0822 0.2316 0.2202 0.0616 0.1737 0.146P 0.0411 0.1158 70 0.2397 C.0671 0.1891 0.1798 0.0503 0.1418 0.1198 0.0335 0.10945 100 0.1865 0.0522 0.1471 0.1398 0.0391 0.1103 0.0932 0.0261 0.0735 150 0.1357 0.0380 0.1071 0.1018 0.0235 0.0803 0.0679 0.1190 0 0535 200 0.1068 9. 0299 0.0843 0.0801 0:0224 0.0632 0.0534 0.0149 0.0421 300 0.0752 i '0210 1 . 093 0.0564 0.0158 I0.0445 0. 03a; 0.0105O 0. 027 500 0 3477 0.5;33 10.0376 0.0357 0.0100 0.02S2 0.0238 0.0067 J0.0188

Tab.4-4-6 Pollutant concejtrations of exhausted gas from vehicic in one timc of peak %our volumc.(mg/&m3) Forecasting year: 2010 section::East Kuitun-Wast Kutun dis- vertical I angle of 45 degrce paralcli ance OD | IHX | NOX co | C NOx co THC NO

20 0.1667 0.0168 0.1310 0.1250 0.0351 0.0983 0.0834 0.0234 0.0655 30 0.1506 0.0423 0.1183 0.1129 0.0317 0.0887 0.0753 0.0211 0.0592 40 l.!352 0.0279 0.1062 0.1014 0.0285 0.0797 0.0676 0.0190 0.0531 50 0.1216 0.0341 0.0956 u.0912 0.0256 0.0717 0.0608 0.0171 0.0478 70 0.1002 O.C281 0.0788 0.0752 0.0211 0.0591 0.0501 0.0141 1 0.0394 100 0.0786 0.0221 0.0619 0.0590 0.0166 0.0463 0.0393 0.0110| 0. 009 150 5.0576 0.0162 0.0452 0.0432 0.0121 0.0339 010288 |0.00£10.0226 200 0.0454 0.0128 0.0357 0.0341 10.00960 .026S 0.0227 0.0064 0. 01-8 300 I0.0320 0.0090 10.0252 0.0240 I 0.0067 0.0189 1 0.0160 I0.0045 0.0126 500 10.0203 0.0057 10.0160 0.0153 0.0043 0.0120 10.0102 10.002910.0080 Tab.4-4-6 Pollutant concentrations of exhausted gas ffcm vehicle In one timeof peak hour volune.(Mr3) Forecasting ycar! 2010 sectionll Xizban-Anninqu dis- vertical angleof 45 degree parallel tance __ - - ___- 40 I C) i O NO DI RX OD) TC NOx 20 0.1886 0.0550 0.1543 0.1415 0.0413 0.1157 0.0943 0. CZ75 0.0771 30 0.1703 0.0497 0.1393 0.1277 0.0373 0.1044 0.0851 0.0248 0.0696 40 0.1522 0.0444 0.1244 e.1141 0.0333 0.0933 0.0761 0.0222 0.0622 50 0.1362 0.0397 0.1114 0.1022 0.0298 0.0836 0.0681 0.0199 0.0557 70 0.1115 0.0325 0.0912 0.0836 0.0244 0.0684 0.0557 0.0163 0.0456 100 0.0863 0.0253 0. 07! 1 0.0651 0.0190 0.0533 0.0434 0.0127 0.0355 150 0.0632 0.0184 J.G?57I 0.0474 0.0138 0.0388 0.0316 0.0092 0.0259 200 0.0498 0.0145 0.0;0? 0.0373 0.0109 0.0305 0.0249 0.0073 0.0203 300 0.0350 0.0102 0.0286 10.0263 0.0077 0.M915 0.0175 0.0051 0.0143 500 0.0222 0.0065 0.0181 10.0166 0.0049 0.01:.C 0.0111 0.0032 0.0051

4-46 Pollutant conccntrations of exhausLcd ga! 'rom vehiclc iin one timceo. peak ha tr volume.(Iug/cm33 cacting year 2010 section-:Amiziqu-Shangsbahe {yrtical angle of 4r iegrec p_r_lies

- -O_O_ _- _ CD I - 0.1901 0.0555 0.1555 0.1426 0.0416 0.1166 0.0950 G.0277 10.0777 a0.1716 0.0501 0.I:0 0.1287 0.0375 0.1052 0.0858 0.0250 0.0702 40 0.1533 0.0447 0.;254 0.1150 0.0336 0. 094C 0.0767 0.0224 0.0627 50 0.1373 0. 0-'01 0.1123 0.1C30 0.0300 0.0842 0.0686 9.02000.0561 70 0.1.23 0.0328 0.0919 0.0842 0.0246 0.0689 0.0562 0. (PI64 0.0459 100 0.0875 0.0255 0.0716 0.0656 0.019; 0.0537 0.0437 0.0-28 0.03'8 150 0.0637 0.0186 0.052] 6.0478 0.0339 0.0391 0.0319 '.0G93 0.0261 '00 0.05"l 0.0146 *.0410 0.0376 0.0110 0.0308 0.0251 10.0073 0.0205 .00 0.035'3 0.0103 1.0289 0.0'65 0.0077 0.0216 0.017GAI 0.0051 0.0!41 500 10.0224 10.0065 0.0183 10.0168 0.0049 0.0137 0.01! j 0.0033 0.0091 Tab.;-' 6 Pollutant concentrations of exhausted gas fron vehicle in one time of peak hour volume.nmginr3) Forecastti 13 yeari 2020 section' ilulapuo-Cangtanggou dis - vertical angle of 45 degree patallel tance - - (m) CO lllC Ox CD 11C NOx CD TCIWNOx

20 0.2350 0.0686 G.1980 0.1762 0.0514 0.1486 0.1175 0.0343 0.0990 301 0.2162 0.0631 0.1822 0.1621 0.C473 0.1366 0.1081 0.0316 0.0911 .W'').1938 0.0566 0.163' 0.1454 0.0424 0.1225 0.0969 0.0283 0.0817 50 0.;'32 0.0506 0.1. ' 0.1299 0.0379 0.1095 0.0866 0.0253 0.0730 70 0.1405 0.0410 0.1184 0.1054 0.0308 0.0888 0.0703 0.0205 0.0592 100 0.10R3 0.0316 0.0912 0.0812 0.0237 0.0684 0.0541 0.0158 0.0456 ec 0.0779 0.0227 0.0657 0.0584 0.0171 0.0492 0.0390 0.0114 0.0323 .00 0.0609 0.0178 0.0513 0.0457 0.0133 0.0385 0.0304 0.0089 0.0257 300 C.0425 0.0124 0.0358 0.0319 0.0093 0.0269 0.0213 0.0062 0.0179 500 0.0268 0.ll.t80.0226 0.0201 0.0059 0.0169 0.0134 0.0039 0.0113

Tab.4-4-S Pollutant concentrations of cxhausted gas 'rom vehicle in one ritm of peak hour volum.c(g/m' 3) Forecasting year._j20 section::Cangfanggo-Xishan d.s- vert-cal angle of 45 degree parallel tance (M) CO -,-C :NO, CO ThCI NO D' Im NOx

f.) 0 11i' 0.32200.39C7 0.2930 0.0838 0.2415 0.1953 0.0559 0.1610 3' . - A99 P0.10-28 0. 2963 0.2696 0.0771 0.2222 0.1797 0.0514 0.1481 43- 'J.3223 0.092! 0.2656 0.2417 0.0691 0.1992 0.1611 0.0461 0.1328 50 |800.0823 0.2373 0.2160 0.0617 0.1780 0.1440 0.0412 0.1187 70 0.2337 < 066 0.1926 0.1753 0.0501 0.1445 0.1168 0.0334 0.'963 .00 0.lqOo100515 0.1484 0.1350 0.0386 0.1113 0.0900 0.0257 n.0742 150 0.1296 p ..0370 1068 0.0972 0.0278 0.0801 0.0648 0.0185 0.0534 2001 C.101. 1';. '89 0.0834 0.0759 0.0217 0.0626 0.0506 0.0145 (.0417 300 .1.070710.0202 0.0583 0.0530 0.0152 0.0437 0.0353 0.0101 0.0291 500 r G44,5 0. II27 0.0367 0.0334 |0. 0095 0.0275 0.0222 0.0064 0.0183

Tai..'J4-6PoiLlutant concentrations of exhaustedgas from vehicle in onc timeof peakhour volume.(mgr^3) )orecasting year: 2020 sectione:Xishan-Shizhan dis- vertical angle of 45 dc-ee parallel tancc I (a) CD THC NOX CD THC NOx CO j NOx 20 0.7783 0.2197 0.6363 0.5837 0.1648 0.4772 0.3891 0.1099 0.3182 30 0.7026 0.1984 0.5744 0.5269 0.1488 0.4308 0.3513 0.0992 0.-872 40 0. 6277 0.1772 0.5132 0.4708 0.1329 0.3849 0.3139 0.0886 0. 2566 50 0.5621 0.1587 0.4596 0.4216 0.1190 0.3447 0.2811 0.0794 0.2298 70 0.4599 0.1298 0.3760 0.3449 0.0974 0.2820 0.2299 0.0649 0.1880 100 0.3583 0.1011 0.2929 0.2687 0.0759 0.2197 0.1791 0.0506 0.1465 150 0.2609 0.0737 0.2133 0.1957 0.05'2 0.1600 0.1305 0.0368 0.1067 200 0.2053 0.0580 0.1679 0.1540 0.0435 O.i259 0.1026 0.0290 0.0839 300 0.1445 0.0408 0.1181 0.1084 0.0306 0.0886 0.0722 0.0204 0.0591 500 0.0915 0.0258 0.0748 0.0687 0.0194 0.0561 0.0458 0.0129 0.0374 Tab.4-4-6 Pollutantcoucentrations of exhaustedpUs from vehicle in one time of peak hour vo,ac.(mg/M'3) Forecastingyearf 2020 sectionsXlzban-Bapeng

dis- vertical angle of 45 dcgrce parallel tonce _ mX) CD lUlC FIOx CO lHC CD THC NMD

20 1.1077 0.3200 0.9231 0.8308 0.2400 0.6923 0.5538 0.1600 0.4615 30 0.9982 0.2884 0.8318 0.7486 0.2163 0.6238 0.4991 0.1442 0.4159 40 0.8903 0.2572 0.7419 0.6678 0.1929 0.5565 0.4452 0.1286 0.3710 50 0.7964 0.2301 0.6636 0.5973 0.1726 0.4977 0.3982 0.1150 0.3318 70 0.6508 0.1880 0.5423 0.4881 0.1410 0.4067 0.3254 0.0940 0.2711 100, 0.5067 0.1464 0.4223 0.3800 0.1098 0.3167 0.2534 0.0732 0.2111 150. 0.3691 0.1066 0.3075 0.2768 0.0800 0.2307 0.1845 0.0533 0.1538 200 0.2Sas 0.0839 0.242r 0.2179 0.0629 0.1816 0.1452 0.0420 0.1210 300 0.2045 0.0591 0.1705 0.1534 0.0443 0.1278 0.1023 0.0295 0.0852 500 0.1297 0.0375 0.1080 0.0972 0.0281 0.0810 0.064R 0.0187 0.0540

Tab.4-4-6 PollutantconCccntrati; ls of exhaustedgas from vehicle in onc time of peak hour volumc.(mg/A31 Forecastingyear: 2020 section!:Bagang--Changji dis- vertical anglc of 45 dcgrec parallel tancc. (a) OD nic iio C ME!MD C T

20 1.2593 0.3623 1.0455 0.9445 0.2717 0.7842 0.6297 0.1812 0.5228 30 1.1348 0.3265 0.9422 0.8511. 0.2449 0.7066 0.5674 0.1632 0.4711 40 1.0122 0.2912 0.8404 0.7592 0.2184 0.6303 0.5061 0.14S.6 0.4202 50 0.9054 0.2605 0.7517 0.6791 0.1954 0.5638 0.4527 0.1319 0.3758 70 0.7398 0.2128 0.6142 0.5549 0.1596 0.4607 0.3699 0.1034 0.3071 100 0.5761 0.1657 0.4783 0.4321 0:1243 0.3587 0.2880 0.0829 0.2391 150 0.4196 0.1207 0.3484 0.3147 0.0905 0.2613 0.2098 O.OE04 0.1742 200 0.3303 0.0950 0.2742 0.2477 0.0713 0.2056 0.1651 0.0-:75 0.1371 300 0.2326 0.0669 0.1931 0.1744 0.0502 0.1448 0.1163 0.0:335 0.0965 500 0.1474 0.0424 0.1224 0.1106 0.0318 0.0918 0.0737 0.Q?2 10.0612

Tab.4-4-6 Pollutant concentrations of exhausted gas from vehicle iO one time of peak hour volutim.(s/m^3) Forecasting :?car: 2020 section::Cangji-Yushugou dis- vertical angle of 45 degree parzllel tanc. (m) _ Iw NO OD TC K)x CO ThC NOx

20 1.1587 0.3355 0.9674 0.8690 0 2516 0.7256 0.5794 0.1677 0.4837 30 1.0441 0.3023 0.8718 0.7831 0. 267 0.6538 0.5221 0.151? 0.4359 40 0.9314 1).2697 0.7776 0.6985 0.2022 0.5832 0.4657 0.l341. 0.388Y 50 0.8331 0'.24120.6955 0.6248 0.1809 0.5216 0.4165 0.120E 0.3478 70 0.6807 G 1971 0.5683 0 51(16 0.1478 0.4263 0.3404 O.O985 0.2842 100 0.5301 0.1535 0.4425 0.3975 0.115i 0.S319 0.2650 0.0767 0.221' 150 0.3361 0.1118 0.3223 0.2895 0.0838 0.24 ' 0.1930 0.0559 0.1612 200 0.3039 A0.18800.2537 0.2279 0.0660 0.19t. 0.1519 0.0440 0.1269 300 0.2140 0.0;20 0.1786 0.1605 0.0465 0.1340 0.1070 0.0310 0.0893 500 0.1356 0.0313 0.1132 0.1017 0.0295 0.0849 0.0678 0.0196 0.0556 Tab.4-4-6Pollutant concentrations of exhaustcd gas fromvchicle In one timeof peakhour voluc.(mgVlm3 Forecastingyear! 2020 sectiontlYushugou-hutubt

dis- vertical anglecZ 45 degrcc parallel tance (i) 0D THC NOx OD THC NOx OD MHC N

20 1.0051 0.2919 0.8404 0.7538 0.2189 0.6303 0.5026 0.1460 0.4202 30 0.9068 0.2634 0.7582 0.6801 0.1975 0.5687 0.4534 0.1317 0.3791 40 0.8059 0.2341 0.6738 0.6045 0.1755 0.5054 0.4030 0.1170 0.3369 50 0.7182 0.2086 0.6005 0.5386 0.1564 0.4504 0.3591 0.1043 0.3002 70 0.5837 0.1695 0.4880 0.4378 0.1271 0.3660 0.2918 0.0848 0.2440 100 0.4525 0.1314 0.3783 0.3393 0.0985 0.2837 0.2262 0.0657 0.1891 150 0.3285 0.0954 0.2746 0.2464 0.0715 0.2060 0.1642 0.0477 0.1373 200 0.2582 0. 0756 0.2153 0.19;S 0.0562 0.1619 0.1291 0 0375 0.1079 300 0.1816 0.0527 0.1518 0.1362 0.0396 0.1139 0.0908 0.0264 0. 0759 500 0. 1150 0.0334 0.0962 0.0863 0.0251 0.0721 0.0575 ,0.0167 0.0481

Tab.4-4-6 Pollutantconcentrations of cxhausted gas fron vehicle in onc timeof peak hourvolume.(mgIVW3) Forecastingyear: 2020 section:l:Hutubia-uSongtai

dis- -pertical angle of'45 degree paral lel tance (a) OD iC OD TX: |OXFOx CD MC NOx

20 1.0051 0.2919 0.8404 0.7538 0.2189 0.6303 0.5026 0.1460 0.4202 30 0.9068 0.2634 0.7582 0.6801 0.1975 0.5687 0.4534 0.1317 0.3791 40 0.8059 0.2341 0.6738 0.60)45 0.1755 .0.5054 0.4030 0.1170 0.3369 50 0.7182 0.2086 0.6005 0.5386 0.1564 0.4504 0.3591 0.1043 0.3002 70 0.5837 0.1695 0.4880 0.4378 0.1271 0.3660 0.2918 0.0848 0.2440 100 0.4525 0.1314 0.3783 0.3393 0.0985 0.2837 0.2262 0.0657 0.1891 150 0.325 0.0954 0.2746 0.2464 0.0715 0.2060 0.1642 0.0477 a0.1373 200 0.2582 0.0750 0.2159 0.1936 0.0562 0.1619 0.1291 0.0375 0.1079 300 0.1816 0.0527 0.1518 0.1362 0.0396 0.1139 0.0908 0.0264 0.0759 500 0.1150 0.0334 0.0962 0-0863 0.0251 0.0721 0.0575 10.06.7 0.0481

Tab.4-4-6 Pollutart concentrations of cxhausted gas from vehicle in one time of peak hour volume.(mg/nr3) Forecasting year: 2020 section: :Wugongtai--a*nas

dis- vertical anglc of 45 degree paralll Lance I . b to) COD THC |NOx| CD lHC x CD TF.C INQx

20 0.9587 0.2785 0.8f 7190 0.2089 0.6009 0.4794 0.1392 0.4006 30 0.8644 0.2511 0.7. A83 0.1883 0.5418 10.4322 0.1255 0.3612 40 0.7690 0.2234 0.64 5768 0:1675 0.4820 0.3845 0.1117 0.3213 50 0.6860 0.1993 3).57'.., 0.5145 0. 1494 0.4300 0.3430 0.0996 0.2867 A) 0.5584 0.1622 0.4667 0.4188 0.1216 0.3500 0.2792 0.0811 0.2333 100 0.4334 0.1259 0.3622 0.3251 0.0944 0 7717 0.2167 0.0629 0.1811 150 0.3150 O.OS15 0.2632 0.2362 0.0686 | 0.1974 0.1575 0.0457 0.1316 * 200 10.2477 0.0719 0.2070 0.1858 0.0540 0.1552 0.1238 10.0360 0.1035 300 10.1743 '3.0506 0.1456 0. :307 0.0380 0.1092 0.0871 0. 0253 0.0728 500 10.1104 0.0321 0.0923 0.0828 0.0241 10.0692 0.0552 10.0160 0.0461 Tab.4-4-6 Pollutantconcentrations of exhaustedgas frem vehicle in ane time of penk bourvolume.(mg/m-3) Forecasting year: 2020 section. rManas-Shihezl

dis- vertical angle of 45 degree pa;.:l lel tance - (m) OD IIIC Nox CO n: NOX c TL NOx

20 0.9136 0.2656 0.7638 0.6852 0.1992 0.5729 0.4568 0.1328 0.3819 30 0.8237 0-2395 0.6887 0.6178 0.1796 0.5165 0.4119 0.1197 0.3443 40 0.7328 0.2130 0.6127 0.5496 0.1598 0.4595 0.3664:: 0.1065 0.3063 50 0.6538 0.1900 0. 5466 0.4903 0.1425 0.4099 0.3269 0.0950 0.2733 70 0.5322 0.1547 0.4449 0.3991 0.1160 0.3337 0.2661 0.r773 0.2224 100 0.4131 C. 1t01 0.3453 0.3098 0.0901 0.2590 0.2065 0.0600 0.1727 150 0.3002 0.0873 0.2509 0. 2251 0.0654 0. 1882 0.1501 0.0436 0.1255 200 0.2360 0.0686 0.1973 0.1770 0:0515 0. 14810 0.1180 0.0343 0.0987 300 0.1661 0.0483 0.1388 0.1245 0.0362 0.1I41 0.0830 0.0241 0.0694 500 0.1052 10.0306 0.0880 0.0789 0.0229 0.0660 0.0526 0.0153 0.0440

Tab.4-4-6 PolluLant concentrations of exhausted gas from vehicle in one time of peak hour volun.(.gmS3) Forecasting year 2020 section Shihezi-Kaziwan

dis- vcrtical angleof 45 degree parallel tanec (n) co THC NOX co Mc NOIx CD TiC xO

20 0.8695 0.2534 0.7281 0.6522 0.1900 0.5460 0.4348 0.1267 0.3640 30 0.7836 0.2283 0.6561 0.5877 0.1712 0.4921 0.3918 0.1142 0.3280 40 0.6984 0.2035 0.5848 0.5238 0.1526 0.4386 0.3492 0.1018 0.2924 50 0.6243 0.1819 0.5227 0.4682 0.1364 0.3920 0.3121 0.0910 0.2613 70 0.5096 0.1485 0.4267 0.389.2 0.1114 0.3200 0.2548 0.0742 0.2133 100 0.3964 0.1155 0.3319 0.2973 0.0866 0.2490 0.1982 0.0578 0.1660 150 0.2886 0.0841 0.2416 0.2164 0.0631 0.1812 0.1443 0.0420 0.1208 200 0.2271 0.0662 0.1901 0.1703 0.0496 0.1426 0.1135 0.0331 0.0951 300 0.1599 0.0466 0.1338 0.1199 0.0349 0.1001 0.0799 0.0233 0.0669 500 0.1013 0.0295 0.0848 0.0760 0.0221 0.0636 0.0507 0.0148 0.0424

Tab.4-4-6 Pollutant concentrations of exhausted gas from vehicle in one time of peak hour volume.(mg/mI3) Forecastingyear- 2020 section :Kaziwan-Shawan dis- vertical angic of 45 dcgree paral cl tance T (m) CO micC NOx co) TMC NOx CD THC NOX

20 0.7977 0.sZJ5 0.6676 0.5983 0.1744 0.5007 0.3929 0.11* 0.3338 30 0.7189 0.2095 0.6016 0.5391 0.1571 0.4512 0.3594 0.10- 0.3008 40 0.6407 0.1867 0.5363 0.4806 0.1400 I 0.4022 0.3204 0.09: . 0.2681 50 0.5727 0.1669 0.4793 0.4295 0.1252 0.3595 0.2864 0.083?5 0.22397 70 0.4675 0.1362 0.3913 0.3506 0.1022 0.2934 0.2337 O.OC 0.1!156 100 0.3637 0.1060 0.3044 0.2728 0.0795 0.2283 0.1819 0 r 0-. 1522 150 0.2647 0. 0772 0.2216 0.1986 0.0579 0.1662 0.1324 0- L- 0. 110, 200 0.2083 0 0607 0..744 0.1562 0.0455 0.1308 0.1042 OGC 0!;;-"C 300 0.1467 0.0427 0.1227 0.1100 0.0321 0.0921 0.0733 C5. 0 n- I 500 0.0930 0.0271 0.0778 0.0697 0.0203 0. 058_ 0.0465 rC . 0 " Tab.4-4-6Pollutant concentrations of exhausted gas framvchicle ! in one timeof peakhour volume.(mg/3) re astinsy'ear: 2020 sectlioniShwan-Anjibmi dis- vertical angleof 45 degree peralici tance - (ml CD ThC NOX CD iflC NOx CD ThC NOx 20 0.7781 0.2252 0.6478 0.5836 0.1689 0.4858 0.3891 0.112O 0.3239 30 0.7012 0.2029 0.5837 0.52b9 0.1522 0.4378 0.3ro6 0.1015 0.2919 40 0.6250 0.1809 0.5203 0.4688 0.1356 0.3902 0.3125 0.0904 0.2601 50 0.5586 0.1617 0.4650 0.4190 0.1212 0.3488 0.2793 0.0808 0.2325 70 0.4560 0.1320 0.3796 0.3420 0.0990 0.2847 0.2280 0.0660 0.1898 100 0.3548 0.1027 0.2953 0.2661 0.0770 0.2215 0.1774 0.0513 0,1477 150 0.2582 0.074? 0.2150 0.1937 0.0560 0.1612 0.1291 0.0374 0.1075 200 0.2032 0.0CISM0 1692 0.1524 0.0441 0.1269 0.1016 0.0294 0.0846 300 0.1431 0.0414 0.1191 0.1073 0.0310 0.0893 0.0715 0.0207 0.0595 500 0.0907 0.0262 0.0755 0.0680 0.0197 0.0566 0.0453 0.0131 0.0377

Tab.4-4-6Pollutant concentrations of exhausted gUs fromvehicle in one timeof peakhour volume.(mg/uw^E Forecastingyear: 2020 scction:-Anjihai-EastKuitUn dis- vertical angleof 45 degree parallel tance (m) CD lHC NO CD TH NO D 7 O 20 0.7684 0.2225 0.6399 0.5763 0.1669 0.4799 0.3842C 1112 0.3199 30 0.6924 0.200.50.5766 0.5193 0.1504 0.4225 0.3462 O.1U02 0.2883 40 0.6172 0.1787 0.5140 0.4629 0.1340 0.3855 0.3086 0.0894 0.2570 50 0.'55160.1597 0.4594 0.4137 0.1198 0.3445 0.2758 0.0799 0.2297 70 0.4503 C.13G4 0.3750 0.3377 0.0078 0.2812 0.2251 0.0652 0.1875 100 0.3503 0.1014 0.2917 0.2627 0.0761 0.2188 0.1752 0.0507 0.1459 150 0.2550 0.0738 0.2123 0.1912 0.0554 0.1593 0.1275 0.0369 0.1062 200 0.2007 0.0.81 0.1671 0.1505 0.0436 0.1253 0.1003 0.0291 0.0835 300 0.1413 0.0409 0.1]76 0.1059 0.0307 0.0882 0.0706 0.0205 0.0588 500 0.0895 0.02!3 0.0746 0.0671 0.0194 0.0559 0.0448 0.0130 0.0373

Tab.4-4-6Pollutant concentrations of exhausted gas fromvehicle in one timeof peakhour volumc.(mg/um'3) Forecastingyear: 2020 scction:EastKuitun-WasL Kutun

dis- vertical angleof 45 degree parallel tance (m) CD TMlI N'x CD THC ,O- CD 2. ~ NOx 20 0.3551 0.1041 0.2980 0.2664 0.C781 0.2235 0.1776 0.0520 0.1490 30 0.3207 0.0940 0.2692 0.2406 0.0705 0.2019 0.1604 0.0470 0.1346 40 0.2879 0.0844 0.2416 0.2159 0.0633 0.1812 0.1440 0.0422 0.1208 50 0.2591 0.0759 0.2174 0.1943 0.0570 0.1631 0.1295 0.0380 0.1087 70 0.2135 0.0626 0.1792 0.160? 0.0469 0.1344 0.1068 0.0313 0.0896 100 0.1675 0.0491 0.1406 0.1256 0.0368 0.1054 0.0837 0.0245 0.0703 150 0.1226 0.0359 0.1029| 0.0920 0.0270 0.0772 0.0613 0.0180 0.0515 200 0.0068 0.0284 0.0812 0.0726 0.0213 0.0609 0.0484 0.0142 0.0406 300 0.0683 0.0200 0.0573 0.0512 O.OISO 0.0430 0.03410.0100 0.0286 500 0.0433 0.0127 0.036410.0325 0.0095 0.0273 0.0217 0.0063 0.0182 .~ ~ ~ 30 .63000 .530012005 .40004 .10008 Tab.4-4-6Pollutant concentrallons oi exhausted gas fromvehicle in one timeof peakhour volutne. (ugJ3) Forecastingyca'r 2020 scction-:Xizhanr--Arminqu dis- vertical angleof 45 degree parallel tance (a) OD THC NM COD ThC NO, O THC NOx 20 0.3990 0.1204 0.3447 0.2992 0.0903 0.2586 0.1905 0.06020.1724 30 0.3602 ^.1087 0.3112 0.2701 0 0815 0.2334 0.18010.0543 0.1556 40 0.3218 0.0971 0.2781 0.24140.0728 0.2085 0.1609 0.0486 0.1390 50 0.2882 0.0870 0.2490 0.2161 0.0652 0.1867 0.1441 0.0435 0.1245 70 0.2358 0.0711 0.2037 0.1768 0.0534 0.1528 0.1179 0.0356 0.1019 100 0.1837 0.0554 0.1587 0.1377 0.0416 0.1190 0.0918 0.0277 0.0793 150 0.1337 0.0404 0.1156 0.1003 0.0303 0.0867 0.0669 0.0202 0.0578 200 0.1052 0.0318 0.0909 0.0789 0.0238 0.0682 0.0526 ).0159 0.0455 300 0.0741 0.0224 0.0640 0.0556 0.0168 0.0480 0.0370 0.0112 0.0320 500 0.0469 0.0142 0.0405 0.0352 0.0106 0.0304 0.0235 0.0071 0.0203

Tab.4-4-6Pollutant concentrations of exhausted gas fromvehicle in one timeof peakhour volume.(mg/'3) Forecast.ngyenr: 2020 section:Anninqu-Sbangshahc dis- | vertical angle of 45 degree parallel tance - - cm) CO THC NOx Ca Tmc ox t co iNC NOx 20 0.4018 0.1211 0.346° 0.3013 0.0908 0.2601 0.2009 0.0606 0.1734 30 ;3.3627 0.1093 0.3131 0.2720 0.0820 0.2348 0.1813 0.0547 0.1566 40 0.3240 0.0977 0.2798 0.2430 0.0733 0.2098 0.1620 0 0489 !.1399 50 0.2902 0.0875 0.2505 0.2176 0.0656 0.1879 0.1451 0.0437 0.1253 70 0.2374 0.0716 0.2050 0.1780 0.0537 0.1537 0.1187 0.0358 0.1025 100 0.1849 0.0558 0.1597 0.1387 0.0418 0.1197 0.0925 0.0279 0.0798 150 0.1347 0.040i 0.1163 0.1010 0.0305 0.0872 0.0673 0.0203 0.0581 200 0.1060 0.0320 0.0915 0.0795 0.0240 0.0686 0.0530 0.0160 0.0457 300 0.0746 0.0225 0.0644 0.0559 0.0169 0.0483 0.0373 0.0112 0.0322 500 0.0473 0.0142 0.0408 0.0354 0.0107 0.0306 0.0236 0.0071 0.0204 Tab.4-4-7 Pollutiondegree and scope of exceedingstandard determined by NOx c1ncentrationin one timeof peak bouf volume unit-grmn

vertical angleof 45 degre parallel foreca_ -ting section 20m concen scope 20 conccn scope 20m concen scope year -tration (m) * -tration (m) -traiion (ml

2000 Xizhan- Ba8ang 0.200 45 Bagang- Changji 0.329 100 0.247 60 0.165 30 Changi i- Yushugou 0.277 85 0.208 50 Yushugou- butubi 0.230 60 0.172 35 Hutubi- Wugongtai 0.230 60 0.172 35

2010 Xishan- Shizban 0.323 100 0.242 65 0.161 30 Xizhan- Bd8ang 0.449 150 0.337 100 0.224 60 Bagang- Changji 0.623 220 0.467 150 0.311 s0 Changji- Yushugou 0.586 200 0.440 140 0.293 85 Yushugou- hutubi 0.491 160 0.368 110 0.245 80 Hutubi- Iugongtai 0.491 160 0.368 110 0.245 80 Wugongtai --Mhnas 0.431 130 0.323 90 0.216 50 Manas- Shihezi 0.426 130 0.319 90 0.213 50 Shihezi- Kazisan 0.352 110 0.264 70 0.176 35 Kaziwan- Shawan 0.331 100 0.248 65 0.166 30 Shwan- Anjihai 0.323 100 0.243 65 0.162 30 Anjihai- EastKuitun 0.323 100 0.242 65 0.161 30 Xizhan- anninqu 0.154 20 Anninqu- Sbangshab 0.156 20 Tab. 4-4-7

vertical angle of 45 degre paralile foreca -ting scction 2Omconecn scope 20n concen scope 20m concen scope ycar -tration (m) -traEion (m) -tratiun (m)

2020 Wulapuo- Cangfanggo 0.198 S0 Cangfanggo -Xishan 0.322 100 0.242 65 0.161 30 Xishan- I Sbizhan 0.636 220 0.477 160 0.318 100. Xizhan- Bagang 0.923 320 0.692 230 0.462 150. Bagang- Oiangji 1.046 380 0.784 290 0.523 70 Cmangj i- Yusbugou 0.967 340 0.726 250 0.484 160 Yus'iugou- hutubi 0.8A0 300 0.630 210 0.420 130 Hutubi- Wugongtai 0.840 300 0.630 210 0.420 130 Iugongts i -Manas 0.801 300 0.601 205 0.401 120 Manas- Shibezi 0.585 260 0.575 200 0.382 120 Shihezi- Kaziwan 0.728 255 0.546 190 0.364 110 Kaziwan- Shawan 0.668 220 0.501 170 0.334 100 Shwan- Ar jihai 0.648 220 0.486 165 0.324 lO1 Anjihai- EastKuitun 0.640 215 0.480 160 0.320 100 EastKuitun

WastKuitun 0.298 90 0.224 60 Xizhan- anninqu 0.345 IC5 0.259 70 0.172 35 Anninqu- Sbangshahe 0.347 105 0.260 70 0.173 35

Note:20m concentration refcrs to 'the concenEration in the place of 20. away frao roadside. Tab.6-3-1 Pollution sourefs at pcak hour(ug/s.m) section year CO THC 'NOs Xisban 2000 6.97035 1.42851 2.44511 2010 10.67972 2..18878 3.74651 2020 14.78294 3.02972 5.18597 Changji 2000 1.95647 0.40100 0.68640 2010. 2.34797 0.48123 .82376 2020 3.84345 0.78776 1.34841

Manasi 2000 0.12523 0.02570 1.04401 2010 0.21147 0.04330 0.07407 2020 0.76051 0.15584 0.26675 Shihezi 2000 0.87804 0.18057 0.30922 2010 5.24506 1.07498 1.84001 2020 10.87Cr26 2.22783 3.81333

Tab.6-3-2 Mcan pollution sources in day(mgIs.m) section year CO THC NOx Xishan 2000 2.93272 0.60301 1.03284 2010 4.49341 0.92393 1.58256 2020 6.21980 1.27891 2.19060 ^hnnngi 2000 0.96156 0.19591 0.33404 2010 1.15398 0.23510 0.40088 2020 1.88898 0.38486 0.65621 Manasi 2000 0.06118 O.01252 0.02141 2010 0.10331 0.02109 0.03603 2020 0.37152 0.07592 0.12975 Shihczi 201n0 0.37722 0.07770 0.13366 20iO 2.25386 0.46265 0.79539 2020 4.67107 0.95881 1.64841

Tab.6-3-3 Mean pollution sources (mg/s.m) section year CO THC NOx lishan 2000 2.42026 0.49601 0.84900 2010 3.70824 0.75999 1.30087 2020 5.13296 1.05199 1.80068 Chanpii 2000 0.67933 0.1392J 0.23833 2010 0.81527 0.iC7i 0.28603 2020 1.33453 0.27353 0.46820 Manasi 2000 0.04348 0.00892 0.01528 2010 0.07343 0.01503 0.02572 2020 0.26407 0.05411 0.09262 Shibezi 2000 0.30488 0.06270 0.10737 2010 1.8212'] 0.37326 0.63889 2020 3.77440 0.77355 1.32407 Tat.6-3-4 Pollutant concentrations of exhausted gas from vehicle in one time at peak hour volute.(mg/ma) FoT..casting year: 2000 section :Xishan dis- vertical angle of 45 degree ; parallel tance_ (an) OD TMI NOx OD ThC NOX OD ThC NOX 20 0.3299 0.0676 0.1157 0.2474 0.0507 0.0868 0.1650 0.0338 0.0579 30 0.2966 0.0608 0.1040 0.2224 0.0456 0.0780 0.1483 0.3304 0.0520 40 0.2649 0.0543 0.0929 0.1987 0.0407 0.0697 0.1325 0.0271 0.0465 50 0.2375 0.0487 0.0833 0.1782 0.0365 0.0625 0.1188 0.0243 0.0417 70 0.1950 0.0400 0.0684 0. 1462 0.0300 0.0513 0.0975 0.0200 0.0342 100 0.1525 0.0313 0.0535 0.1144 0.0234 0.0401 0.0763 0.0156 0.0268 150 0.1116 0.0229 0.0391 0.0837 0.0171 0.0294 0.0558 0.0114 0.0196 200 0.0880 0.0180 0.0309 0.0660 0.0135 0.0232 0.0440 0.0090 0.0154' 3N0 0.0621 0.0127 0.0218 0.0466 0.0095 0.0163 0.0311 0.0064 0.0109 500 0.%1395 0.0081 0.0138 0.0296 0.0061 0.0104 0 0197 J.0040 0.0069

Tab. 6-3-4 Pollutant concentrations of exhausted gas from vehicle in one time at peak hout volume.(mglm) Forecasting year! 2000 section:s zCAngji

dis- vertical angle of 45 degree i parallel tanec ___ -m) CD THC NOX CD mC Nox a) TC Ox 20 0-0894 0.0183 0.0314 0.0670 0.0137 0.0235 0.0447 0.0092 0.0157 30 0.0806 0.0165 0.0283 0.C605 0.0124 0.0212 0.0403 0.0083 0.0141 .40 0.0719 0.0147 0.0252 0.0539 0.0111 0.0189 0.0360 0.0074 0.0126 5G 0.0643 0.0132 0.0226 0.0482 0.0099 0.0169 0.0322 0.0066 0-0113 70 0.0525 0.0108 0.0184 0.0394 0.0081 0.0138 0.0263 0.0054 0.0092 100 0.0409 0.0084 0.0143 0.0306 0.0063 0.0107 0.0204 0.0042 0.0072 150 0.0297 0.0061 0.0104 0.0223 0.0046 0.0078 0.0149 0.0030 0.0052 200 0.0234 0.0048 0.0082 0.0175 0.0036 0.0062 0.0117 0.0024 0.OOCI 300 0.0165 0.0034 0.0058 0.0123 0. 0025 0.0043 0. 0082 0.0017 0.0029 500 0.0104 0.0021 0.0037 0.0078 0.0016 0.0027 0.0052 0.0011 0.0018

Tab.6-3-4 Pollutant concentrations of exhausted gas from vehicle in one tine at peak hour volue.(mg/m 3 ) Forecasting year: 2000 section UNanasi dis- angleacrtical of'45 degree parallel tanec e , TI (m) CN| IHC j M NO O THC NOx 20 0.0053 0.0012 0.0020- 0.0043 0.0009 0.0011 0.0029 0.0006 0.0010 30 0.0054 O.0Q11 0.0019 0.0040 0.0008 0.001+ 0.0027 0.0006 0.0009 40 0.0048 0. 0OCi 0.0017 0.0036 0.0007 0.0013 0.0024 0.0005 0.0008 50 0.0043 0.0009 0.0015 0.0032 0.0007 0.0011 0.0021 0.0004 O.0008 70 0.0035 0.0007 0.0012 0.0026 0.0005 0.0009 0.0017 0.0004 0.0006 100 0.0027 0.0005 0.0009 0.0020 0.0004 0.0007, 0.0013 0.0003 0.0005 150 0.0019 0.0204 0.0007 0.0014 0.0003 0.0005 0.0010 0.0002 0.0003 200 0.0015 0.0003 0.0005 0.0011 0.0002 0.0004 0.0007 0.0002 0.0003 300 0.0010 0.0002 0.0004 0.0008 0.0002 0.0003 0.0005 0.0001 0.0002 SOJ n.0007 0.0001 0.0002 0-0005 0.0001 0.0002 0.0003 0.0001 0.0001 Tab.6-3-4 Pollutant concentrations of cxhausted gas trom vebicle in one time at peak hour volume.(mgIm) l Forccasting year- 2000 section:!Shibczi

dis- vertical angle of 45 degree ' parallel tance - .-- --- (an)e CO |11C | NOx OC) ,7 NlO| CD |HC NOx 20 0.0407 0.0084 0.0143 0.0305 O.0063 0.0107 0.0203 0.0042 0.0072 30 0.0376 0.0077 0.0132 0.0282 0.0058 0.0099 0.0188 0. 0039 0.006b 40 0.0337 0.0069 0.0119 0. 0253 0.0052 M.0089.0.0168 0. 0035 0. 0059 50 0.0300 0.0062 0.0106 0.0225 0.0046 0.0079 0.0150 0. 0031 0.00:. 70 0.0243 0.0050 0.0085 0.0182 0.0037 0. 0061 0.0121 0. 0025 0.004; 100 0.0186 0.0038 O.OOG6 0.0140 0.'0029 0.0049. 0.0`3 0. 0019 0. 00^ 150 0.0134 0.0028 0. 0047 0.0100 0.1021 0.0035 0.0Do7 0.0014 0. 00,. 200 0.0104 0.0021 0.0037 0.0078 0.1016 0.0028 b.0052 0.0011 0.00MI 300 0.0073 0.0015 0.0026 0.0055 0.0011 0.0019 O.M006 0.0007 O.001c 500 0. 0046 0.0009 0.0016 0. 0034 0.0007 0.0012 0. 0023 0.0005 O.OOC .1. Ta).6-3-4 Pollutant concentrations of exbausted gas from vehicle in one timeat peak hour volumc.(mg/c3 ) Forcast lugyear- 2010 section: :Xishan dis- vertical angleof 45 degree parallel tanec - __ (m) , lCIN NOx OD MHC NOx OD lHC NO, 20 0.5055 ,. 1036 0.1773 0.3791 0.0777 0.1330 0.2527 0.0518 0.0887 30 0.4544 O.C931 0.1594 0.3408 0.0698 0.1196 0.227? 0.0466 0.07rS 40 0.4059 0.0132 0.1424 0.3045 0.0624 0.1068 0.2030 0.0416 0.07O 50 0.3640 0.07-16 0.1277 0.2730 0.0559 0.0958 0.1820 0.0373 O.OE:' 70 0.2987 0.0612 0. 1048 O.2240 O. 04W,9 0.0786 0. 144 0.0306 0. 05: 100 0.2337 0.0479 0.0820 0.1753 0.0359 0.0615 0.1168 0.0239 0.041 150 0. 1709 0. 0352 0.0600 0.1282 0x 0263 0.0450 0.0855 'l. 0175 0. 030"' 200 0.1349 0.0276 0.0473 0.1011 0.0207 0.0355 3.0674 0.0138 0.02^- 300 0.0952 0.0195 0.0334 0.0714 0.0146 0.0250 0.0476 0.0098 0.Ot' 500 0.0605 0.0124 0.0212 0.0453 0.0093 10.01590.0302 0.0062 0.0o'

Tab.6-3-4 Pollutant concentrations of exhausted gas fromvehicle in one titk at peak hour volumne.(ngJm') Forecasting year: 201C section::Changji dis- vertical angle of 45 degree paral&el tance _ (m) 0cD)fx TH O lw M)X O 7w I X 20 0.1072 0.0220 0.0376 0.0804 0.0165 0.0282 0.0536 0.0110 O.CG 30 0.0968 0.0198 0.0339 0.0726 0.0149 0.C255 0.0484 0.0099 O.0i7 40 0.086_ 0.0177 0.0303 0 0647 0.0133 0.0227 0.0432 0.0088 0..Oi.: 50 0.0772 0.0158 0.0271 0.0579 0.0119 0.0203 0.0386 0.0079 0.012:, 70 0.0630 0.0129 0.0221 0.0473 0.0097 0.01l6 0.0315 0.0065 0.011' 100 0.0490 0.0100 0.0!72 0.0368 0.0075 0.0129 0.0245 0.0050 |0.OG- 150 0.0357 0.0073 0.0125 0.0268 0.0055 0.0094 0.0178 0.0037 0.0G * 200 0.0281 0.0058 0.0098 0.0210 0.0043 0.0074 0.0140 0.0029 O0C' 300 0.0197 0.0040 0.0069 0.0148 C.0030 0.0052 0.0099 0.0020 0.G-. 500 0.0125 j0.0026 0.0044 0.0094 10.0019 0.0033 0.0063 0.0013 O.C_ N

Tab.6-3-4 Pollutant concentfrations of exbausted gas'i frQ vehicle in one time Lt peak bhar volume.(mgven rorecasting year: 2010 soctionmllannsi

dis- vertical angle of 45 degree parallci tance - () COD TMC NOx a nMc NOx CD THC NOx

20 0.0098 0.0020 0.0034 0.0073 0.0015 0.0026 0.0049 0.0010 0.0017 30 0.0091 0.0019 0.0032 0.0068 0.0014 0.0024 0.0045 0.0009 0.0016 40 0.0081 0.001? 0.0028 0.0061 0.0012 0.0021 0.0041 0. 000 0.0014 50 0.0072 0.0015 0.0025 0.0054 0.0011 0.0019 0.0036 0.0007 0.0013 70 0.0058 0.0012 0.0020 0.0044 0.0009 0.0015 0.0029 0.0006 1.0010 100 0.0045 0.0009 0.0016 0.0034 0.0007 0.0012 0.0022 0.0005 0.0008 150 0.0032 0.0007 0.0011 0.0024 0.0005 0.0008 0.0016 0.0003 0.00G6 200 0.002r 0.0005 0.009 0.0019 0.0004 0.0007 0.0013 0.0003 0.0004 300 0.0018 0.0004 0.0006 0.0013 0.0003 0.0005 10.0009 0.OG02 0.0003 500 0.0011 0.0002 0.0004 0. 0008 0.0002 0.0003 0.0006 0.0001 0.0002

Tab.6-3-4 Pollutant concentrations of exhausted gas from vehicle in one time at peak hour volume.(m/M 3 Forecastir.g year: 2010 secLion::Shihezi

dis- vertical angle of,45 degree parallel tance (m) ODe TIEm) NOr _ co TM Žico__Nx C TH NOx 20 0.2429 0.049E 0.0852 0. 1822 0.0373 0.6639 0.1214 0.0249 0.0426 3C 0.2247 0.0461 0.0788 0.1685 0.0345 0.0591 0.1124 0.0230 C.0394 =40 0.2012 0.0412 0.0706 0.1509 0.0309 0. 052$ 0.1006 0.0206 0.0353 50 0.1793 0.0368 0.0629 0.1345 0.0276 0.0472 0.0897 0.0184 0.0315 70 0.1450 0.0297 0.0509 0.1087 0.0222 0.0381 0.0725 0.0149 0.0254 190 0.1113 0.0228 0.0391 0.0835 0.0171 0.6293 0.0557 0.0114 0.0195 150 0.0799 0.0164 0.0280 0.0600 0.0123 0.0210 0.0400 0.0082 0.0140 200 0.0624 0.0128 0.0219 0.0468 0.0096 0.0164 0.0312 0.0064 0.0109 300 0.0436 0.0089 0.0153 0.0327 0.0067 0.0115 0.0218 0.0045 0.0076 500 0.0274 0.00ES 0.0096 0.0205 10.0042 0.0072 0.0137 0.0028 0.0048

Tab.6-3-4 Pollutant concentrations of exhausted gas from vehicle in one time at peak hour volune. (mg/rn3 ) Forecasting yearl 2020 s.ction: Xishan dis- vertical angle of 45 degree J parallel Lance. I- - -. (tn) (ID TH N(lx OD THC NOx I (ID iw I NOx

20 0.6997 0.1434 0.2455 0.5248 0.1076 0.1841 0.3498 0.0717 0.1227 30 0.6290 0.1289 0.2206 0.4717 0.0967 0.1655 0.3145 0.0645 0.1103 40 0.5619 0.1152 0.19^1 0.4214 0.0864 0.1478 0.2810 0.0576 0.00986 50 0.5038 0.1033 0.1767 0.3778 0.0774 0.1326 0.2519 0.0516 0.0884 70 0.4135 0.0847 0.1451 0.3101 0:0636 0.1088 0.2G8 10.0424 0.0725 100 0.3235 0.0663 0.1135 0.2426 0.0497 0.0851 |O.Ib7 | 0.0331 0.0567 150 0.2366 0.0485 0.0830 0.1775 0.0364 0.0623 0.1183 I 0.0242 0.0415 200 0.1867 0.0383 0.0655 0.1400 0.0287 0.0491 0.0933 I 0.0191 0.0327 300 0.1318 0.0270 0.0462 0.0988 0.0203 0.0347 0.0659 j 0.0135 0.0231 500 0.0837 10.0172 0.0294 0.0628 0.0129 0.0229 0.04181 0.0086 0.0147 Tab. 6-3-4 Pol.utant concent:ations of cxbAusted gas from vehjilc ir on.e time at peak bout volume.(mg/c3l Forecasting year: 2020 section !Changji dis- vertical angle of 45 %.egree pzaralcl tance - I (a) OD iTnc NO. OD Imc NOx co THC NOx

20 0.1756 0.0360 0. 061d 0 1317 0. 0270 0.0462 0.0878 0.0180 0.0308 30 0.1584 0.0325 0.0556 0.118S 0.0243 0.0417 0.0792 0.01b2 0.0278 40 0.1413 0.0290 0.0496 0.1060 0.0217 0.0372 0. 070S 0.0145 10.0248 50 0.1263 0.0259 0.0443 0.0948 0.0194 0.0332 e o0. 0.02S 0. 0222 70 0.1032 0.0211 0.036^ 0.0774 0.0159 0.0271 0.0516 0. 010i 0.0181 100 0.0803 0.0164 0.0282 0.0602 0.0123 0.02*1 0.040; 0.COS8 0.0141 150 0.0584 0.0120 0.02C5 0.0438 0.0090 0.0154 0.0292 0. Ou60 1 P. 0102 200 0.0459 0.0094 0.0161 0.0345 0: 0071 0.0121 0.C230 0. 'in I 0. 0081 300 0.0323 0.0066 0.0A13 0.0242 0.0050 0.0085 0.0162 0.003;i 0.0057 500 0. 0205 0.0042 '1.0072 0.0151 0.0031 0.0054 0.0102 0.0021 0.0036

Tab.6-3-4 Pollutant concentrations o' eJ.austed gas ftom vehicle in onc time at :eak hour volume.(mg/it 3) Forecasting year: 2020 section::Nanasi

dis- vertical angl;eof 45 degr^e para!lel lance _ _ OD THC NO., CD THC NOx ao IOX

20 0.0352 0.0072 0.J124 0. 0264 0.0054 0. 0093 0.0176 0.0036 0.0062 311 0.0326 1 00067 O. C14 0.0244 0. 00.50 0.0086 0.0163 0.0033 0.0057 40.O2 0.0060 0.3102 0.0219 0 0045 0.0077 0.0146 0.0030 0.0051 50 0.0260 0.0053 J. J091 0.0195 0.0049 0.0068 0.0130 0.0027 0.0046 70 0.0210 0.0043 0.0074 0.0158 0.003- ' 0.0055 0.0105 0.0022 0.0037 100 0.0161 0.0033 0.0057 0.0121 0.002t 1 0.0042 0.0081 0.0017 O.OC28 150 0.0116 0.0024 0.OC41 0.0087 0.M018 0.0030 0.0058 0.0012 0.0020 200 0.0090 0.0019 0.0032 I0.t0S8 0.0014 I 0.0024 0.0045 0.0009 0.0016 300 10.0063 0.0013 0.0022 r,.0047 O.0010 I 0.0017 0.0032 I 0.0006 0.0011 500 0.0040 0.0008 0.00141 0.0030 0.0006 [0.0010 0.00201 0.0nO4 10.0007

Tab.6-3-4 Pollutant concenLratiors ef exhaurted gas from vehicle in one time at peak hour volume.(mg/n3) Forecasting year: 2020 section::Shihez. dis- vertical | angle of 45 degree parallel tanec - (mi) CD f THC NOx OD 1ME co THCC NOx 20 0.5934 10.1032 0.1766 0.3775 .0.0774 0.1324 0.2517 0.0516 0.0883 30 0.4657 0.0954 0.163 !0.393 0.7r16 0.1225 0.2329 0.0477 0.0817 40 1 0.4170 0.0855 0.1453 0.3197 0.0641 0.1097 0.2085 0.0427 0.0731 50 n.3717 0.0762 0.1304 0.2788 0.0571 0.0978 0.1858 0.0381 0.0652 70 10.30CS 0.0616 0.1054 0.2253 0.0462 0.0791 0.1502 0.0308 0.0527 100 0.2308 0.0473 0.0809 0.1731 0.0355 0.0607 0.1154 0.0236 0.0405 150 I 0.1%57 I 0.0340 0.0581 r.1243 010255 0.0436 0.0828 0.0170 0.0291 200 0. M3 0.0265 0.0454 0.0970 0.0199 0.0340 0.0647 0.0133 0.0227 300 0.0902 0.0185 0.0317 0.0677 0.0139 0.0237 0.0451 0.0092 0.0158 500 T0.568 I 0.0116 0.0199 0.0426 0.0087 1 0.0149 0.0284 0.0058 0.0100

-_ -_ I_ . - _ I ______-- ~ ~ ~ ~ ~ ~ ~ ~ Forecastingyear: 2000 section::Xisbnn

dis- vertical engle ot 45 degree _ parallel tance I - - (a) OD iNC W)ox D MzICD liE lOx

20 0.1388 0.0285 0.048S 0.1041 0.0214 0.0367 (U.0694 0.0143 0.0244 30 0.1248 0.0257 0.0439 0.0936 0.0192 0.0330 0.0624 0.0128 0.0220 40 0.1115 0.0229 0.0393 0.0836 0.0172 0.0294 0.0557 0.0115 0.0196 .5s 0.0999 0.0206 0.0352 0.0750 0.0154 0.0264 0.0500 0.0103 0.0176 70 0.0820 0.069 0.0289 0.0615 0.0127 0.02:7 0.0410 0.0084 0.0144 100 0.0642 0.0132 0.0226 0.0481 0.0099 0.0169 0.0321 0.0066 0.0113 150 0 q469 0.0097 0.0165 0.0352 0.0072 0.0124 0.0235 0.0048 0.0083 200 0.0370 0.0076 0 0130 0.027 10.0057 0.OO8 0.0185 0.0038 0.0065 300 0.0261 0.0054 0.0092 0.0196 0.0040 0.0069 0.0131 0.0027 0.0046 500 0.0166 0.0034 0.0058 0.0125 0.0026 0.0044 0.O083 0.0017 0.0029

Tab.6-3-5 Pollutantconcentrations of exhaustedgps from vehicle in one timeof dayting normal volmmc.(ug/.e) Forecasting year: 2000 section: :ihangji

dis- vertical ang!c of 45 degree parallel t:Ince - (m) a) liC N OD TaIC NU. CD 11C NOx

20 0.0448 0.0091 0.0156 0.0336 0.0068 0.0117 0.0224 0.0046 0.0078 30 0.0407 0.0083 0.0142 0.0306 0.0062 0.0106 0.0204 0.0042 0.0371 40 0.0364 0.0074 0.0126 0.0273 0.0056 0.0095 0.0182 0.0037 0.0063 50 0 . 0 32 5 0 . 00 66 0.0113 0.0244 0.0050 0.0085 0.0162 0.0033 0.0056 70 0.0264 J 0.0054 0.0092 0.0198 0.0040 0.0069 0.0132 0.0027 0.0046 100 0.0205 0.0042 0.0071 0.0153 0.0031 0.00530.0102 0.0021 0.0036 150 0.0148 0.0030 0.0051 0.0111 0.0023 0.003 0.0074 0.0015 0.0026 200 0.011$5 0.0024 0.0040 0.0087 0.0018 0.0030 0.0053 0.0012 0.0020 300 0.0081 0-0017 0.0028 0.0061 0.0012 0.0021 0.0041 0.0008 0.0014 500 0.0051 0.0010 0.0018 0.0039 0.0008 0.0013 0.0026 0.0005 0.0009 if Tab.6-3-5 Pollutant concentre ions of exhausted gas from vehicle in one timc of dayting normal volumc.(mg/ 3 ) Forecasting year: 2000 section-Manasi

dis- vertical angle of 45 degree parallel tancc - - - (m) OD liE _NOz CD THC iO C Jj 711 NOt

20 0.0028 U d006 0.0010 0.0021 0.0004 0.0007 0.-0 ' ..0003 0.0005 30 0.0026 .0005 10.0009 0.0020 0.0004 0.0007 0.0013 0.0003 O.A005 40 0.0023 .-0005 10.0008 0.0018 0.0004 0.0006 0.0012 0.0002 0.0004 50 0.0021 0.0004 I0.0007 0.0016 0.0003 S.0005 0.0010 0.0002 0.0004 70 0.0017 0.0003 0.0006 0.0013 0.0003 0.G004 0.0008 0.0002 0.0003 100 0.0013 OPT- O.CG005 0.0010 |.0 OOOZ 00003 0.0006 0.0001 0. 0002 150 0.0009 0.0002 j 0.0003 0.0007 0.0001 0.0002 0.00 0.0001 0.0002 200 O.O007 0.0001 10.0003 0.0005 & 0001 0.0002 0.0004 0.0001 0.0001 300 0.0005 O.OCOI 0.0002 0.0004 0.0001 0.0001 0.0003 0.0001 0.0001 500 0.0003 0.0001 10.0001 0.0002 0.0000A 0001 0.0002 0.0000 0.0001 Tab.6-3-5 Pallutantcoicentrations of exniasted gas frao vehicle in one time of daytis ncrmtL vo:ume (mgVms) Forecastingyear 2000 sectiajo!Shihezi dis- vertical angle of 45 degree parallel gance I (ml cx nC Nx CO nC I NOx CO n7C NOx 20 0.0174 0.0036 0.0062 0.0130 O. 0Z27 0.0046 0.0087 0.0018 0.0031 30 0.0160 0.0033 0.0057 0.0120 G. 9D25 0.0043 0.0080 0.0016 0.0028 40 0 0143 0.0029 0.0051 0.0107 0.0)22 0 '38 0.0072 0.0015 0.0025 50 0.0128 0.0026 0.0045 0.0096 0.0020 0.0034 0.0064 0.0013 0.0023 70 0.0103 0.0021 0.0037 0.0077 0.0016 0 0027 0.0052 0.0011 0.0018 100 0.0079 0.0016 G.0128 0.0060 0.0012 0.0021 0.0040 0.Q008 0.0014 150 0.0057 0.0012 0.0020 0.0043 0.0009 0.0015 0.0029 0.0006 0.0010 200 0.0045 0.0009 C 0016 0.0034 0. 0007 0.0012 0.0022 0.0005 0.0008 300 0.0031 0.0006 0.00]] 0.0023 O.0005 0.0098 0.0016 10.0003 0.0006 500 0.0020 0.0004 0.0007 0.0015 0. OD03 0.0005 0.0010 10.0002 0.0003

Tab.6-3-5 Pollutantconcentrations of exhaustedgas frao vehicle in one tineof daytingnormal volume.(mj/,3) Forecastingyear: 2010 section::Xishan ois- vertical Ic of 45 deaZree . parallel

20 0 2127 0 0437 0 0749 0. 1595 0.0328 0.0562 0.1063 0.0219 0.0375 .,0 0.1912 0.0393 0 0671 0.1434 0.0295 0.0505 0.095fi 0.0197 0.0337 40 0.1708 0.0351 3.0602 0.1281 0.0263 0.0451 0.3854 0.0176 0.0301 50 0.1531 0.0315 10.0539 0.1145 0.0236 0.0'05 0.0766 0.0157 0.0270 70 0.1257 0.0258 0.0443 0. 09 '3 ' 0194 0.0332 0.0628 0.0129 0.0221 10W 0.0983 0.0202 0.034G 0.07370. OU2 0.0260 0.C492 0.0101 0.0173 150 0.0719 0.0148 0.0253 0.0539 1.0111 0.0190 0.0360 0.0074 0.0127 ;EJ0 0.0567 0.0117 0.0200 0.0426 0.0088 0.0150 0.0284 0. L0-58 0.0100 :.00 0.0401 0.0082 0.0141 0.0300 0.0062 0.0106 0.i0200 0.0041 0.0071 :.00 0.0254 0.0052 0.0090 0.0191 0.003910 0067 0.0127 0.0026 0.0045

Tab-6-3-5 Pol'utant concentrations of eA.uusted gas from vehicle in one time of dayting norual volume.(ngVm3 ) Forecasting year: 2010 secticn OCangji dis- vertical angle of 45 d,,.ce parallel tance * (M) OD THC NO( OD iHC NOr CO iMCr NO 20 0.0538 0.0110 0.0187 0.0403 0.0082 0.0140 0 0269 0.0055 0.0093 30 0.0489 0.0100 0.0170 0.0367; 0.0075 0.0127 6.0244 0.0050 0.085 40 O.0J37 0.0089 0.0152 0.0327 0.0067 0.0114 0.0218 0.0044 0.0076 50 0.0390 0.0079 0.0135 0.0292 0.0060 0.0102 0.0195 0.0040 0. 00V8 70 0.0317 0.0065 0.0110 0.0238 0.0048 0.O03 I.0159 10.0032 0. 0055 100 0.0246 300500 0O0085 0.0184 0.0038 0.0064 0I0123 0.0025 0.0043 150 I 0.0178 0.0036 0.0062 0.0133 0.0027O.0046 0.0089 10.00180.0031 200 10.0139 0.0028 0.0048 0.0105 0.0021 0.0036 0.0070I 0.00140.0024 3001 0.0098 0 0020 0.-034 0.0073 C.0015 0.0025 0-0049 10.00100.0017 5| 0.0062|00012 |0G00210-0046 0.0009 0L0016 0.0031 |0 0006 0.0011 ;~~~~~~~~~~~~

Tab.6-?- iPOlutant conccntrations of exhausted gas from vehicle in -r time of dayting normal vol ,-(a/ms) Forecast . ,ei. 2010 section::4anasi d;-er .cr.:al angle of 45 degree parallel 'ance _ - (a) l(X 1 THC Ulh CD THC ?Oxc CD TIC NOx 20 O. 0048' 0.0010 0.0017 0.0036 0.0007 0.0013 0.0024 0.0005 0.0008 30 0.0044 O.0009 0.0015 0-0033 O'0007 0.0012 0.0022 0.0005 O.OOOB 40 0.0040 0.0008 0.0014 0.0030 0.0006 0.0010 0.0020 0.0004 0.0007 50 0.0035 0.0007 0.0012 0.0026 0.0005 0.0009 0.0018 0.0004 0.0006 70 0.0029 0.0006 0.0010 0.0021 0.0004 0.0007 0.0014 0.0003 0.0005 100 0.0022 0.0004 0.0008 0.0016 0.0003 0.0006 0.0011 0.0002 0.0004 150 0.0016 0.0003 0 0005 0.0012 0.0002 0.0004 0.0008 0.0002 0.0003 200 0.0012 0.0003 0.0004 0.0009 0.0002 0.0003 0.0006 0.0001 0.0002 300 0.0009 0.0002 0.0003 0.0006 0.0001 0.0002 0.0004 0.0001 0.0001 500 0.0005 0.0001 0.0002 0. 0004 0.0001 0.0001 0.0OOG 0.0001 0. 0001

Tab.6-3-5 Pollutant concentrations of exhausted gas from vehicle in one time of dayting normal volue.(mS/m3) Forecasting year: 2010 section::Shihczi dis- vertical angle of 45 degree parallel (m cc ME NOX co mc liOs co c NOx 20 0.1039 0.0213 0.0367 10-0779 0.0160 0.0275 0.0519 0.0107 0.0183 .30 0.0956 0.0196 0.0337 '0.0717 0. 0147 0. 0253 0.0478 0.0098 0.0169 40 0. 055 0.0175 0.0302 0.0641 0.0132 0.0226 0.0427 0.0088 0.0151 50 0.0762 0.0156 0.0269 0.0572 0.0117 0-0202 0.0381 0.0078 0.0134 70 0.0617 0.0127 0.0218 0.0463 0.0095 0.0163 0.0308 0.0063 0.0109 100 0.0475 0.0097 0.0168 0.0356 0.0073 0.0126 0.0237 0.0049 0.0084 150 0.0342 0.0070 0.0121 0.0256 0.0053 0.0090 0.0171 0.0035 0.0060 200 0.0267 0.0053 0.0094 0.0200 0.0041 0.0071 0.0134 0.0027 0.0047 300 0.0187 0.0038 C.0066 0.0140 0:0029 0.0049 0.0093 0.0019 0.0033 500 0.0118 10.00240.0041 0.0088 0.0018 0.0031 0.0059 0.0012 0.0021 i Tab.6-3-5 Pollutant cmccntrations of cxbausted gas1 franmvehicle in cne time of dayLing normal voluncmg/J-ag) Forecasting year: 2020 section::Xishan I dis- vertical angl cf 45 degree parallel tance (M) CD IHC NOr CD nTC CX ThC NOt 20 0.2944 0.0605 0.1037 0.2208 0.0454 0.0778 0.1472 0.0303 0.0518 30 0.2646.0.0544 0.0932 0.19850.0408 0.0699 0.1323 0.0272 0.0466 40 0.2364 0.0486 0.0833 0.1773 0.0365 0.0624 0.1182 0.0243 0.0416 50 O.2120 0.0436 0.0747 0.1590 0.0327 0.0560 0.1060 0.0218 0.0373 70 0.1740 0.0358 0.0613 0.1305 0.0268 0.0460 0.0870 0.0179 0.0306 100 0.1361 0.0280 0.0479 0.1021 0.0210 0.0359 0.0680 0.0140 0. 3240 150 0.0996 0.0205 0.0351 0-0747 0.0154 0.0263 0.0498 0.0102 00175 200 0.0785 0.0162 0.0277 0.0589 0.0121 0.0207 0.0393 0.0081 0.0138 300 0.0554 0.0114 0.0195 0.0416 O.0085 0.0146 0.0277 0. 0057 0.0091 500 0.0352 0.0072 0.0124 0.0264 0.0054 0.0093 0.0176 0.0036 0-0062 Tab.6-3-5 Pollu'nt cowcentraticnsof exbhustediAg.from vehicle in one tie of dayting norm_l volume.C./Tu,; Forecastingyear, 2020 section:CbOzng,ji i dis- vertical angle of 45 degree parallel

tance - - _ (.) CD 7NC lOx OD INC W OD INC NOx

20 0.0881 0.0179 0.0306 0.0660 0.013S 0.0229 0.0440 0.0090 0.0153 30 0.0800 0.0163 0.0278 0.0600 0.0122 0. 0209 0.03400 0.0032 0.0139 * 40 0.0715 0.0146 0.0248 0.0536 0.0109 0.0186 0.0357 0.0073 0.0124 50 0.0638 0.0130 0.0222 0.0479 0.0098 0.0166 0.0319 0.0065 0.0111 70 0.0519 0.0106 0.0180 o.0389 0.0(79 0.0135 0.0260 0.0053 0.0090 100 0.0402 0.0082 0.0140 0.0301 0.0(61 0.0105 0.0201 0.0041 0.0070 150 0.0291 0.0059 0.0101 0.0218 O."J44 0.0076 0.0145 0.0030 0.0051 200 0.0228 0.0046 0.0079 0.0171 0.0035 0.0059 0.0114 0.0023 0.0040 300 0.0160 0.0033 0.0056 0.0120 0.0024 0.0042 0.0080 0.0016 0.0028 500 0.0101 0.0021 0.0035 0.0076 0.0015 0.0026 0.0051 0.0010 0.0018

Tab.6-3-5 Pollutantconcentrations of exhaustedgas from vehicle in one time of dayting normalvolume.(daga) Forecastingyear- 2020 section!-knasi

dis- vertical angle of 45 degree I parallel tance : , aC mD NOX co nC t CD Inc NOx

20 0.0172 0.0035 0.0060 0.0129 0.0026 0. 004 0.00o6 0.0018 0.0030 30 0.0159 0.0033 o.0os6 0.0119 0.0024 0.0042 0.0080 0.0016 0.0028 40 0.0143 0.0029 0.0050 0. 0107 0.0022 0.0037 0.0071 0.0015 0. 0025 50 0.0127 0.0026 0.0044 0.0095 0.0019 0.0033 0.0064 0.0013 0.002Z 70 0.0103 0.0021 0.0036 0.0077 0.0016 0.002? 0.0051 0.0010 0.0018 100 0.0079 0.0016 0.0028 0.0059 0.0012 0.0021 0.0039 0.0008 0.0014 150 0.0057 0.0012 0.0020 O.OG42 0.0009 0.0015 0.0028 0.0006 0.00IJ 200 0.0044 0.0009 0.0015 0.0033 0.0007 0.0012 0.0022 0.0005 0.0008 300 0.0031 0.0006 0.0011 0.0023 0.0005 0.0008 0.0015 0.0003 0.0005 500 0.0019 O.0004 0.0007 0.0015 0.0003 0.0005 0.0010 0.0002 0. 0003

Tab.6-3-5 Pollutant concentrations of exhausted gasifrom vehicle In one time of dayting normal volume.(uigu 3 ) Forecasting year: 2020 secticm::Shihezi

dis- vertical angle of 45 degree parallel tance | D _ _ Mi) OD) 'IN NOx CD ThC Nr OD iNC NOr

20 0.2153 0.0442 0.0760 0.1615 0.0331 0.0570 0.1077 C 0221 0.0380 30 0.1981 0.0407 0.0699 0.1486 0.0305 0.0524 0.0990 0.0203 0.0349 40 0.1771 0.0364 0.0625 0.1328 0.0273 0.0469 0.0886 0.0182 0.0313 50 0.1579 0.0324 0.0557 0.1184 O.C243 0.0418 0.0790 0.0162 0.0279 70 0.1278 0.0262 0.0451 0.0959 0.0197 0.0338 0.0639 0.0131 0.0226 100 0.0984 0.0202 0.0347 0.0738 0.0151 0.0260 0.0492 0.0101 0.0174 150 0.0708 0.0145 0.0250 0.0531 0.0109 0.0187 0.0354 0.0073 0.0125 200 0.0553 0.0114 0.0195 0.0415 0.0085 0.0146 0.0277 0.0057 0098 300 0.0387 0.0079 0.0136 0.0290 0.0060 0.010? 0.0193 0.0040 0.0068 500 0.0244 0.0050 0.0086 0.0183 0.0037 0.0061 C.0122 0.0025 0.0043 -I