E-268 VOL. 2
ShanXi Guanzhong Irrigation Improvement Project(GIIP) Public Disclosure Authorized
Evaluation Report on Environment Impact (Annexes) Public Disclosure Authorized Public Disclosure Authorized
Shaanxi Institute of
Public Disclosure Authorized Water Resources and Electric Power Investigation and Desigi December, 1998 Xi? an SlanXi Guanzhona Irrigation Improvement Project(GIIP)
Evaluation Report on Environment Impact (Annexes)
Shaanxi Institute of Water Resources and Electric Power Investigation and Design December, 1998 CONTENTS
Instruction to the appendix Appendix 1 Review of the water quality of the Weihe River basin Appendix 2 Review of the existing condition of the water in the channels and reservoirs of the nine Guanzhong irrigation districts Appendix 3 Investigation of the existing condition of the soil of the Guanzhona irrigation area Appendix 4 Investigation of the using of the chemical fertilizer & farn insecticide of the Guanzhong irrigation area Appendix 5 Review of the quality of the agricultural environment of the Guanzhong irrigation area Appendix 6 TN-picalreview of the effects on the environment of the Baojixia head-gate engineering Appendix 7 Main standards for the reviews Instruction to the Appendix
Because there are a lot of projects in the improvement enaineering, the review scope is so wide and thie en-vironment condition is multiple. it is difficult to describe in details some typical environment issues in a sinaie review report owina to the limit of the report lenath and we compose in additioii the appendix report in special. This appendix report .onsists of seven appendices. and the following issues are described in details. water quality of Weihe river, water qualitv of the channels and reservoirs of the irrigation district. .he existina soil condition of ithe irriaation area, the usin- condition of the chemical fertilizer and farml ins c tiide. tlhe agricultural environment quality, the reviewvof the effec:s Oin -lheenvironment of the typical en-ineerin----3aoix;ia head-gate engineer.-- mu -1memain standards 'or the reviewxs.All :he appendices are cor.loscu accorc:nu to :he syste;m of the data and materials from the Slhaarixi nrovinci.ai
ESTItU[C Of environment science. the environment conservancy departmiient. mal;tinncand conserv anc% departmient and the soil & fertiiizer deortament
0i' the Shaan^xi pro incial '.ureau of the a-riculture & ivestock husbandry. a!.anxi pro\incial center of water qualitv moniorio'na Northwestcm -_ wttiral universit' and so on. Some issuLeson .he regional em;nronment :r- I ,I IsoI1telxt identical. Appendix 1 REVIEW OF WVATERQUALITY OF WEIHE RIVER Review of Water Qualitv of Weihe River Weihe River origins from the Wushu Mountain in Weivuan Count Gansu Province, flows across three provinces, Gansu, Ningxia and Shaanxi. and converges to the Huanghe River at Tongguan. It is the largest branch with the 8 18 km of the length, I- .477km: of the total basin area and 502km of the length in Shaanxi Province. The annual run-off is 7.63 billion m3 and the annual sediment run-off is 0.423 billion tons. At thiemiddle and dow,nstream of Weille is the rich Guanzhong Plain. On tihe main stream three irrigyationdiversion kev projects have been constructed and they are Baojixia plateau-up diversion project located at the Baoiixia narrow, Baojinxiaplateau-bellow diversion project located at XVeiiiabuand Jiaokou project fOrpumping ftrom'WVeihe River. The followino is the reviews of the water qualitv of the water svstem otfV;eihe rver ( Shaanxi section . 1. Dividing of the water function domains on the round According to the local standard of Shaan.xiprovince DB 61-224-1996, zhe wxaterfunction domains of the main stream of Weihe River are divided as the following table (table I-I). Division Plan of Water Function Domains of Main Stream of Weihe River Table 1-1 iounir' standard (or eltass, must j Iength of meet to Itrt tand I No. Domatn I nd Function Standard tor Standard lor %%ater qualiv. of' polluted l potnni i environment on water j1n~e im I yground dis.;harge | p to Lilljia.un Water |ne 109 km ! I ianie-- repieni,f-mnent pollution Ltinacun and urrigation dr-An arce 01 U .1, prohihnted. the existing ! I ~~~~~~~~~~~~~~~~~~~~~~~~~~drainmuitN mseet %Jass j Lin iasun- 'atcr OursC ,6. Skm I onnrnetm.lcon r Ior cIty 1. R:.ilarge to 3;angde River ; (Q iianhe and drinking I Z. lut)On up and :tO uown the ! 0V h W1iater ,u)r.r D0'Iion :s ;he ke> I 26~S ' !Iater ,onservancv area *nd no i draiI permaa4d but must meet iaandara I Cotnunction of Water jouree 33,4 km (Jmanne To tiw Sinr ustry t | must meet the nianned %kater ' ''ejhe X-Ca.iaPis i2 quauitN rcuuirenient for the !i .vn ot *__:t5}moo -der \ siealr *Ource 44 !tII .1 .2'"nN'ail ~vor moaustr\ 'l i .sltr -ecnarge !Sr 'iltnii U 104 !llnnal i wate;r xxt,ervan;%xe.et mu.,t !nce oLandaro 4 rae 1r4 trrmgation04.5~~~~~~~~~~~~~~55k n tn45.5km ;mon:tor -ection Iv IIi ' ;;nX:leg Water s km \a;i\ ing ~ ; onserN an,:.i juotman tii tng area olt'ass ! | later :CU!:t.'-:S' *'Aatcr N() km .mt''ne.;n - onservan.e 11[! all dntnn ano v,iluuon aunt n:ust hse 205 areai ot*:!ass il ' ontrilued bv thc tota i Uwanitt 205 imigation 4k) km iaokou Vater 30 km purnwing ttuwn- :45 con%ervan,%v iJ !I\an "atmer - area of elass II 1II I ^(-ur"c inm 75 li.ennan '______t3aivang %"ater irrigation |3 2 km u.monction of 25wi !Vethe To 39 398 [jj ellow RRiver J S neToiggutinI inlvestigation of the pollution soulrces in 'Weihe River basin (Shaanxi section) 2. Investigationand review of the main pollution sources at the both banks of Weihe River. From west to east section of Weihe River, the main cities and counties discharging pollution directly to Weihe River are Baoji City, Baoji County, Qishan County, Meixian County, Wugong County, Xingping County, Xianvang City, Xi' an City, Weinan City, Huaxian County and Huavin Countv. According to the investigation, the recent vearlv pollution discharging quantities of the above cities and counties are listed in the following table (table 1-2 ). Investization Result of the water pollution source of the cities and counties at both bank-sof Weihe River Tabile1-2 -.troqcct Waste water CODcr Petroleum ArOH Ptrcentasc of dischareed discharoed material Disclwared discharzed \result| discharged Saniarn "xaste cir a zounrv 1 104ton/vear io,vcear) ltonyear) ( tont-ear ) ~~ao~~~l~~~~~1021.8513.5~~uv 5.1 _..ii ionh~ 198.5 1893 138.6 1>- Otislun coUnnt 15-2.o) 2358 ;1.43 1.6 2o-% Nleitxian countv 1365.8 2049 27.* 1.4 20 Wugong county 1(83.4 1 1683 22.0 1.1 20% X1f11au1gcotUtD i4142.0 2178 2.59 ;o XianmIng cit 5 767.0 1 651 115.345.8 3(4 Xi'an city 17471.0 26207 349.4 17M5 40% Weinan city 4.71.7 6108 81.4 4.0 30% Huaxianncountv 1414.0 2121 28.3 1.4 ¶ 20% Hua!in county 1052.3 1578 21.0 | 1.1 _ 20% TOtW , _____ I420 _ The percentages of the waste water among the total discharged in Shaanxi section are calculated to make the comparison easier which are discharged bv the cities and counties at the both banks of Weihe River. And the results are listed in the following table ( table 1-3 ). Percentages of the waste water discharged by the cites and counties at the both banks of Weihe River Table 1-3 subJect Petroleum \Wasierw-;zter CODcr ArOH percenuage materials discharged discharged discharcd clt' &:Count Dischraged Baoii cat' 121 121A 12.fl Duoji CJout\ 4.6 4.7 4.6 4.5 OIslian count' - %leiNiancot*lt ,: 'Wmmi'Onl"2OUlIV ' 6 -, - ' *( A;in.'pImio Wt u':. ,4_ Xiunl;l" anti cI [3 (5 13 ()Ql),,! Xiancr.11 41W 42.2 , X1. X11.' '\V±a'l .dLI;l!tllcilIt\ ~ ~;35l nNI,.?6'. * .6,'.4 . ri'uai X.;1 zitI-I .--l i4 The above table 1-3 indicates that Xi' an. the provincial capital city, disrinbutes the most to the pollution of Weihe Rivter wvhateverthe wastei water. CODcr or petroleum materials. Xi'an discharges almost half of the nvaste wvaterand other main pollutant, the nex e2) SB far the h1eavymetal pollution in Weihe River is not serious. Hg, Cd and Pb pollution can meet class III, and can meet class I in most of the time Tlie perennial data also indicate that As, Zn, and Cu pollution is not senous and the pollution degree is as same as that of Hg, Cd and Pb although the results have bot been listed in table 1-5 and table 1-6. (3) The Cr- pollution tends to be more seroius down from the Tieqiao section. At the section the water quality can meet class I, and the water Quality Standard of Ground Water Environment Table 14 lass t'' Standard value\ I1 .III IV V _permanganateindex 4 lo iBoD5 < , 4 10 Non-ionic ammonia 0.02 0.02 0°02 102 0.' NiO-.- A); 006 01 01 1.0 1.0 AuOH 0,002 0.00 00 005 0.01 01I Total cvanide 0(005 0 05 i0 0_ 0.2 Totalmer-curv 0 Oo0 0.00005 00 l 0.001 .0.;'01 Cr 00 IOl 0.05 Oi 0.05 . 01 P. 0.01 00 0 05) 0.05 01 cl 0.'iOl 0 005; 0.05 0.005 C0 I Pe'-o:eum 0.5 i0.05 0 ' 05 , 1.0 Luaiitvof class IV and V appears down from the section. This may be because of the drainage from Xianvang and Xi' an. Also there are some Mareriais ascribe it to -reoloaical factors of this domain. -4) The ammonia nitrogen pollution is Serious in the whole Weeihe River, it mavbe caused bv the sanitarv and waste water witlh ammonia and itrroen disclharged bv the nitrogen fertilizer factories along the Weilie Ril er. MMost of the pollution of Weihe River is organic. The main pollutant materials are pennanganate index, BoD5, petroleum, ArOH. etc. .And among them the permanganate index and petroleum are perenniallv class IV and V. and even exceeding class V. Controlling the pollution of Weihe is to control the poilution indexes of the above organic pollutant materials. (6) According to the grot.nd water quality, Weihe River has been poliluted seriousiy but the pollution degrees of different seasons lhas not exceeded the state standard Water Quality Standard for Irrigation (GB5084-85). So of the Weihe River has not lost the main function of the water. Monitoring RZesultsof Water-Q uality of Weilie at Eacht Sectioni in Eachi Seasoii of 1996 (ingtI L 'IFable1-5 I I j~~~~~~-N I ,Iu l) section 4)cr::::144 BODi i. lli:u; N(; .\i4101 1 N( 0) 0(2 di-y, -43 (2)12 O 4o(i ooi u)I4)0o2O 00ou5 (0 0 wet 7.6 O 0 (H';44)) Io 1101 I)4)))) Uio4)4)0) 0 05 ( .I D(11) Linjiacunt mledliuml 30 o 142 O44o 0) oo 42R404)0)200 (14)44)o44)405) a\erasie O4 II o4)- o I~Poo ooI )) (4)2wo oI )444o 1oO I 04444 4) 0012 (100 di y 2-4.2 21 2 jf 4k )I. I4 0(0j 4O (00)44444 44(84 0 001 7 ( 68 \\olonigsi elt 2S U i - I I0 I X 4 4) Ipol J 4()oo 0 O I oo 41)4)WN8 )2') 13ridge 444Cd4)444l) I0).I ) ' 442 2 4)4)44)4) 41)))o 4)02-48 O)40014 1.00 4I427 j04)oo32444))00(24)444 a\ci)4L4c 2))l)4 21){ -4 44I4 I~ Ut)i2 0 U 144) III444)4I. 4I4))))) 4)5, 1 410)111I2 4)70 I-~~~~~~~~~~~ I4Jo)4423 oI 014 0~~~~~ (juozheti ~~~~~cII 2S~~1-44) I 278 4, 232 440)Ii I,41 4444)4 444)11(12 0(1((42 0 46 Bridge iteiiil -,44 54 - 14) O41)8 4" I 4OUPoll4Ot ol (IIo 0-9 04(412 0 40 44VC444).)C 2o 4) 0)-44(- O422 - 4444)) 4144')00 Di444 j0 44 044)4 4 02s52 444)14( 41.54 4k', ~~~80 4 4 410 I44 0442 44(O4) 144444 00 0f 444444 444o4) 4054)0 (4.oo21 3.8(1 C~hangxing \Nel Xl *( o o 4i 4- 0 07,1 oIto44 U 0441o 4)44)44 (4444 41)1.) (14)44(2 (1.12 Bridge 444edi444i4 S I 3 4 0O14454444/-) 4444) 44(44 (4(1)1)44 O000 0 019-4 0 00)06 0.41 44VC4)444C ~82 9 I 4) 4 t44)472 i 444444 1)441 - 4o4)44X)(11)4O) 0,0223 0(0007 1.45 dr-', 1643 1.4 , 055i 0 208 444448 4)448 4)4404)4 0.004 0.00044 4)000(4 4,0 Xingping '.~%el 8.8 - r 4- - 4472 0 444' 444444244(414 444A4444 '4 014444I 004)4 0.0(8)0 0.20 t l~~~~~~ile(1i4411431 8 lb1 Oo4)4 1-47 444414 ((I)(1 (1 I(44(4 0.1)444 41.01)) 0.0()()( 0.38 average - 11 114 I 062 0 475 4444)8 44H)0') O444(4 ( 1(4(1(4oo 0.004(1) 00004 1.53 dryV 45 2 42.9) ( 3(1 (1.28(0 44 4-16~ 44(48 4)1444(4I t4 o(40 0.0000 0 0(8)0 .3.6 Nanying Wel'AIC w(.7 8.2 0.75 0.444 0)04() 0 012 000410O 000 0.0000 0(800) 0.25 nmeditumi 28.2 13 2 4 0 0 1473 (4(442 (400') 4)0o44)4 1444 4)00Woo 0.10000 0.35 average 48.I 4114 0.72 (1 0~44422 (44)0) Jo 444( (AX)044(0 00(1 (4(840 1.40 Monitoring Rtesults of Water- Quality of Weilie at Each Sectioii iii Eachi Seasoii of 1996 ( tuig/L) Table 1-5-(2)Nn scin seasonl nale WI0), ion[ic NO -N ArOll C(N FIgI ('r6 i b Cd p)eIroIeL11 inde\ dr-y lOX 4 39)9 3 14 0.1I93 ) 0 184 0.0( 14 010)012 01)84-I )I 0 01o10 5 3.85 Xianyang Wei 53(1 Bridge miediumii 56.7 I '.u 0(09 00C8.A 0I ii2s 01 12 1 1111 I o8' ( 140 0 0000 4 1X itVeIihi.i 72.7 20)~ I 63 IIo 10, 011o41, 0 18 0(117 o 0o,' (068 0 0010 42 dry' 73.5 iS 2 i-I4 (1010 W I, 4 (11)31) 0.1001 I 1)9K 00I( 001 3.51I T'ianijiang wet 44.8 lo I 0 12 0 0ON' t Ii2 10IIII ( 1-I 0.1)34 0 0oon 3 06 Ferry mieditm 38.8 I,1 (I ((I1 ION') IP )IS 01(t111 .)1(1) I .0233 (IWI 000O(O 4.56 a,,eril ~ 2 3 N' 2 f) % 0oiuSS (I oi,2 11107 0 .11001I (II (1 ( O( 3.91 dry II LL 1,10( 1'4 /, . 00 Genigzhen we 25 s 9)8 0 II 038)10 omv 0.os )4i) 0 011)11 (21112 00o0 0 00(10 1.32 Bridge mieditm -- 25.1 It 8 014 O)091 0 Of v11) 00)10 iiinos', 011)2 0 0601 0 01(00 0.92 average 35.)) 1-44 2 0 O(.117 tIllI'' (1.(I I ,,l,MM.3 (1(( (1(1052 0 0003 1.93 dr-y 57 4 IS' 12I 0 091) 011-I 01.022 o 01112(mmi 0 040 0.0010 3.34 wet 13 ) 0.4 1)03 0.077 ((((1)2' O.(1)0- 0 (01I (11 0( 10 .0000 1.78 zhen - -. O nieditun( 19.4 40 I1(.) 0 Ooo 11(10-I (1(004 u io,i o 41(9 (1(16(0 0 0(000 2.53 Bridge - ~ -__ average 30 1 6.8 0.72 0 078 O(.1(1)I 010 uA 1059o 0.007 0 01)13 2.55 dry 32.4 109. 4 (1.24 (1.12 ((0(o (1.01( 0.1(00 (1Ii 11 0.38 Shiawing wet 7.2 1.8 1.02 0.394 1)1)(I 0.00u ) 01)1)3 0 020) 1.00 Ferry mediumn 14.2 9.0 0.40 0. 127 ((.002 O0.0)2 Pi~ 0O05(xIi 0.52 aver-age 18(1 4o.3 0.56 0.213 0 (OU3 0002 11011(10 1)11WI 0.63 dry 59.5' 112.2 ') 12 ().0o (01121 4100 00000 (1(`.kIJU 0 52 wet 6.5 1.4 I 30 0.372 0 004 0.000 000(1(1 0(013 f .j0.50 Shuyuan nmediumn 9.6 7 8 0.A2 0.187 (1(102 I11000 0 00(10 0~034I ___f03 ______~average 25.2 40 4 0.51 0.209 000. 00 .01 Db04 MonitorinigResults of Watelr Quality of Weilheat Each~ Sectioniin Eacli Seasoni of 1997 (ingIL) -Table_1-6( sectioni seasoni nidie 1101), 0 No _-N III1 (NA, L'io I'[ (U -4o I 2 5 o ou (i-04~ ii liiU4 I I om woi))(i2 (I oo2 N' 0(05 N'o 0005 U.02 ___et_ 3 o ii22 I 0 iil ii Oi o 01 0 001)o8o- o (2 YhOOS0 Y'0 0005 0.02 Lioijiacun __ -- nwdemontii I i OIi I18 - ( 02 Oi HIi II 01) I It )10(1 1)1002 Y'01(5 N'O0005 0.02 liveii38 I IO3) on m-1 (Io 0 oolI 0 ()(10021O (012 Y(l 005 YI) 0005 0 02 dIly 4 18 I1)) Ii.I i0 IN(1 i~00 0oION 0 0(11) 00 1)0 O05 05 17 \A.olongsi %VC[ 29)8 ~ i4T) 0 '18I 1,1 oI oolI ii I01 Io-'(1 1()0)? \'( 005 Y'O.0005 0.63 ileI iII 76I S Br-idge edu 176 I? - )2 05 11o10o (1 ol7 0 01oo02 l)0ou2 NO Y0(N0005 0. 52 average 29 7 IIIi I.3 0 27S jo-Ii II o o OOilwa0 m(1(I '005 N (0005 0.96 d0 7 47 1 o 178 o i0 oown Ii 0(21., too,u iilii2 111)12 NilYj ni)ol~)) 1 77 Guozhen %\el .1(11) 20o0 0407 0 052 11)11o4 0 Oiih o Ioooo2 o olaY2o YI)0005 1 92 Biidge mlediiLUll 12( I S 2 ('. 781) 11 o(Io (7 O))ll1 10111)2 ti(1112 YiO.(OS N'ol4)11) 1)79 averace ~162 I.; 4 0 458 0 2128 (1)1)o 1) O17 (o11)111( oo1112 Y(l (00 NO0w5 1 49 di), 4 4 11)4 111I(14 1 II 201 is I oolo 0 N't0.105 01 (' 9 ('hiaiigxinig t\el 46 8 2 4 0-141 0 IX821 )( I O- WA I0ooo OI llIx YO. 00 N'))0005 0 20 Bridge miedmm -li 3 i23 0.241) 1.17) oII 014 1) 0 17 II 1)1)05 ((1)18 Y'I) 0)05 N1) 1)1105 1.38 aver-age 4 I .103 0.262 0 187 O(it11 0 (J16 oooo)0011 1)11 \' 0 (05 N'(101105 ( 76 di y _3o.9( IO 4 0 W14 0 2)) 004) O 008 I111oo)15 14.1)2 Y')00I 0005 0 55 2') 4 8 2 (1441 4)182 t(1u01.) I)1)2-4 II 00o005 (101)12 Y' 005 N'O(1005 1)38 Xinigpinlg nIedliLloll 3.3)4 - 123 12-40 0 178 t(1o 14 (11)17 I)o)oo1) ~o 001) Y'0 005 Y(.IJI)0 0.80 avrge 33 2 1(13 0.262 0 187 1)1 006 10)01102 YO0 NO005 .8 ry 37) 110 0) I1it)4 00 0 010 1)1(00002 (1004 Y'0.O5 Y'1 0005 I 10 el 2o.7 90 0. 30 01821) o(1)o 0j.026 0.004)102 0 00X6 YO.005 YO 000)5 1.59 Nanying - ______- . - - - -- miediumi 40.2 146 0 338 0 173 0o017 0.010 00001)2 0 005 YO.005 YO W05 1.09 ______aver-age 34.9 11 7 O.271 0 I 90 (0.11 (I .0 I8 (000W02 0.005 Y0.005 V'0.0005 1.26 Monitoring Rlesults of Water-Quality of Weilie at Eacht Section in EachiSeason of 1997( mg /L) Table 1-6 (2 _____ Perimaniga- Nofn- Pi section seasoni iate B3ODi ionlic NO -,N ArOl I (CN fig ('r6 Pb (Cd leunm ind(ex ammiioniia dry 57.7 29 8 0,005 0.184 0.050 0 008 0.00003 0,030 YO.005 YO.0005 1.76 Xjanyang wet 91.3 53 14 3 4 1 0 23(1 44101- ( 012 10,0003. O0050 YUOO5 YO,0005 2.41 5ridge miediumii 69 i -19)41 0.208 0 172 11.070 0 004 0.o0o03 0.1I13 YO.005 YO 0005 2.99 aver-age 72.8 -1441 1 229 4)195 0 077 0 00(8 1) 0003, 0.065s YUOU0 o 0005 2.39 dry 51 8 10 4 II 060 0 078 0 o77 0o1)1 0 00-lI 0(.02 Y'0.005 YO 00105 3.05 Tianjiang Wet 4b0.0 iS.9 I) 896 o 0862 1)101(1 0.019 otolo3 O 120) y'0. O05 -YO.--)oi 2.07 Ferry miediumi 50.4 27 0 0 296 0.098 0 0o2 0.00 0.0001)3 0.122 YO,005 YO00005 19.55 aver-age 49.4 19.8 0 A20 4 080 II 001 0 0 12 100(014- (.088 YO.005 YO.0005 822 diry 32.4 2,i s 44038 0 1I I0 (1 02 MI1, 0441143103 YO 005 YO.0005 1.76 Oiengzlneln wel 49. I 9 '1 .069 1)072 0.,I 11yl0 1)4)4))3 4)22 V0.0)5 YO.000)5 3.67 Bridge miediumIII 41.2 17 3 (4 327 4) 24I2 1) 4440 I 006 41 (11(1413 41.4)8 YO.005 Y.o.4405 5.55 average 3(4.9 16'1) 0.68 0.4I, 2 0, 0)25 0007 1)0001)3 00o-12 VO 005 Y0OO005 3.66 dr-y 28.4 . 7') 0(180 (1.12) 1)0I (o.(I 0.I )0 0 040 Y'0.005 Y0.00O5 1.64 Xinfenig- Wei 21.7 1144 I 734 011.14 u 003 0.0012 o.004oo3 o 045i Y'.00-S YO 0005 0.87 zhien . - medium ~21.4 11( 0 404 0.540 42I1 ,I(4444 .0(1()(( (.077 YO.OOS YO.0005 2.27 Bridge - ~ -.--- - I-- _ average 23.8 9 -4 (0.744 (4.257 01(114) (0.00(7 4.11 0.040. v-4 YO 0(15 Y(.0005 1.59 dry 40.6 7.0 0.134 0.205 41.013 4.0). 0.0002 0.UOo038 Y'0.005 Y0.0005 0.71 Shawanig wet 7 6 5 4 (1.227 0.960) 0.004 0.006 (1400(1(2 (1002 YO.00S YO.0005 0.34 Ferry mlediuml 10.8 11.8 0.370 .090 (1.4405 0.005 00Oo00-I 0(102 YO.005 YO.0005 0.06 averal4e 9.7 8A1 0.243 4)424) 0.007 0.00 o.01)003 0.013 YO.00S YO.0005 0.43 dry 12.5 5 9 2.202 0.140 0.4013 0.00)2 0 00002 0 044 Y0.005 YO.0005 0.82 wet 69 5 7 0.224 06088 0.002 0.005 0.000)02 0(102 YO.005 Y0.0005 1.08 Shuyuan mnediumz 35.4 47,8 0.058 0-414 0012 0.002 0.0004x14 0.019 YOOOS5 Yo.0005 0.98 average 18.3 8 0.8~28 0.438 0.t"r) 0.002 4100003 0.021I YO.005 YO.0005 0.96 _ E ->> >X>|>> > > i > > > * i _ ;~~~~~~~~~~~~~~~- i - ; -1 I C)~ ' ~ ~~ ~~--- - ' ; -. ' . ' >1>111 - g~~~~~~~~~~~~~~~~~~~~~~ i- I -' ,= ,II,Il ,i~- - - - I - _ _ .__ , I , 1 ,1 _ _ G;~~~~~~ - ' 1 - i , - - - - l-. i_ _ _ -o_ i i>.,t u: ~ ~~ _ - - -- -; - - - - i~ > - T> >- ; ' _<, _ ------i; _ , _ _-- - 1 - > o~~- . ---- >; s-! R il >11>~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-~> I , ,~ -i -> - - - i-: -I ; j ?ijt!I >1 0 i ' | Cv' ------~ ~~---._ __ _._. __ .. _ - I - ~ -. -l 11 X ;;3 , ------I- 2-- it, -! I .. 5 ~I _U _ ,,______,_,,______'2 1- '__i! y I o-V -I ~~~I l 1X I iIjIjI .~~~~~- 3~ . A. A: A - A Reviewed Water Quality Class of PlollutanitMaterials in Weilie at Eachi Sectioni in Eachi Seasoni of 1996 Table 1-7(2) P~ermianga-N-er- (Class section seaso) nate 1301), ioniC NO -N .Ai tII ('N hg8 (Jol PI) Cd lenini r-eviewed dry A'I A' Iv if IV \' I I A -V Xianyang wet -V -' V IV II I II V !I >V >I Bridge nuiedliurn V V \V IV ' I ItI V V I -V , average VV v Iv v II III V IV, A III V~~~~~~~~~~~~~~~~~~II I \v -V Trianjiang Wei \ V IV v KI 1 1 V _ Ferry nuedi1uni VV I I I V > averngc-\ ~~~~~~VIII lIIt V II I__ V > Gengzhen wvet VV iX ii I I_ I V I -V > Bridge medium) ; I- III II III~ V \ I V >-V aver.l~e A-'V -_V II V II I V V I \V > dryv - V -V II V it I -V I I \ Xinfeng- wet -- \ I iv If I I I If II I .- -V zhen niiediuni -\ II I III I I It V' I .- ' -'V Bridge -- .. aver-age -V V >V II IV If I V V1 I -V d- - -V IIy' I I iIV > Shawang wvel I\V I \V IV I I I>I Ferry niedium -V V >V III I .I I VV > ______average >V >V >V IV III I I II V > dry >-V -:, >V IV V I I I >V > wet IV I IV IV III I I II>V > Shluyuan niediumn V V >V IV I I I II IV > average A' >V >V IV IV I I it IV >v $n :_ n ' O ~ ~ = ~ ¢ =-. j n ~~~~~~~- - . - -I I _O =| i. ~~ - e . .F~.- fli I z - I t;I !~ ~~~~~~~,~ , - + i= - .i_E ,_ E 0 !-~~~ ; ~~-: - -' - - r- l- v ! ~~~~~~- i - -- W- !. v < - - < w- -_ I~~~~~~- - , _ _ .7w - |- - ! t - .7_ Z U = ~~~-~_ I ~~-~ -: _ , I~~~~~~~~, . U.. , _ . ______i . _~~~~~~~~~~~K. _ * _. _ _ _ j~~~~ ______~ ~~~___=:___ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ _ __.______Reviewed Water Qujality Class of P~ollutant Materials in Weilhe at Eachi Section in Eachi Seasoni of 1997 Table -1-8(2) -- i~rniga- INI I I I I I I etro- (Class sectionseason ot LIM01 i- M-O A-'i ofI N HL~ I,(- C'd lmm Rtcviewc liidex ~ niad dr-y vA IV I V i f I If -V A- Xianyang Ve11 A J1vf-- Br-idge medium A' Vv- ->I-v - - - A/- averai.~~~~~~c-- \' ---V-- -Vt. IV.-- . iifij _'fV - average V R ~ ~v ~~~~~.I ~~~ ~ ~~ I ~~~~~~~~~~~~~~~~~v- - Ferry fimediLm V V V I I v -v IV di ~~~~~~~~~~1I Gengzheni 11el 'V' \- V ii IV I I II fI fi f-v - lBridge fni-citcinnn V''' \ ' 1 11 i l f-' -V averageel --- '" IK I' -I-' - v Xint~~ngiy vVI V~ if >1IK 'I VJ -V' -V II II I I 1 1 1 v - Bridge -"I K -'I'--- Ž - drvj >~~~v vv I V l \i I I 1 I ~ I Af-* \ V 1 I I' If I I- -> Sitawaiig~~~~~~~~~~~~~~~~~~~~~*- 1*\ iii ii i I I Ferry miediumli \ - V VII- Ill I -I II I I1\' -V averag~e V V V IV IV I I II I I -V --V dry V. IV -V Ill V I I II I I V --V wet I\V IV -V IV I I I I I I --V -Vt Shluyuani miediumt --V >V IV IV V I I II I I V > average >V >V ;V Iv I v I I I I I I >V Appendix II REVIEW OF EXISTING WATER QUALITY CONDITION OF THE CHANNELS AND RESERVOIRS OF GUANZHONG IRRIGATION AREA Review of Existing Water Quality Condition of Channels and Reservoirs of Guanzhong Irrigation Area The data are adopted which were obtained bv the monitoring center of Shaanxi provincial bureau of water source bv monitoring the water quality .Of the channels and reservoirs in Guanzhiongimrigation area from 1997 to ! 998. 1. Review scope .I Review scope of water quality of the channels in thieimrgation area Tlle water quality of the heads and some waste and drain channels of the nine Guanzhong irrigation districts. Fengijashan. Baojixia, Slitouhe, 'ii1nhlUiqu. Luohuiqu. Jiaokou, Taoqupo and Shibuchuan. is reviewed. See the monitoring sections of thie irrigation distnrctsin table 2-1 and in layout of the inonitoring,sections. 1.2 Review scope of water quality of the reservoirs The water qualitv of nine reservoirs. Fengjianslian, Wangjiava, Shitoulhe.Yanmnaowan, Dabeigou, Xinvigou, Ganhe, Taoqupo and Youhe. s reviewed. See the monitoringsections in table 2-2. 2. Data applied for review The water qualitv of both the channels and reservoirs is reviewed using the data monitored in August and September in 1997 and Julv in 1998. 3. Review parameters 3.1 Review parameters for water quality of irrigation districts The following 14 parameters are selected to review the water quality of irrigation districts, PH, chloride ion, permanganate index, total salt quantity, volatile phenol, cyanide, arsenic, total mercury, hexavalent chrome, cadmium, lead, copper, fluoride, total phosphorous, etc.. 3.2 Review parameters for water quality of reservoirs Monitoring Sections of Guanzhong Irrigation Districts Table2-1 distncts Irmgantonarea \lonitorinesection Name (1O;hectarei Section Position Range C,ann,ih,aa Zhangtia.Wangqiao. itChane,,ang,Sanyuan. ! JinJgyang Count Ia I Jinghuiqu JingheRiver 134.04 oGaoling, Linton j j ' Xt~~~~~~~~oZIBrncsge. ;i , Wastecanal C '.aniang jingyangCounn : GushiLliaodao. Channeihcad ;orth Chengcnenc.Countn Dali. ?uchen! 'uohuicuI 74. .2 ..._uoheuohwquRtser 74.32 \liddleotYtaike. Chengcneng :\astecanal southto Dail Linjiacun Linjiacn BaoitCitN !eijiaburiyurogoicria !eiiiabu , Station.Melxian tount i4 counties and Beichana. aistncts of Baoii 3.aoji'ia 'VeiheRer :-96 61) Beichane - QianxianCoun' - ' . Xianvang. Xwinptina Ranznuanit.Si an northchannel XingpingCountv Xing ntc 'i.. i XingpingCounty Channclh=aa XilouStanon. Tiaokou Linwe:DistrncL Southchannei l Gushi WVeinan 'YianiianoDistrict jlaokou \VeiheRiver 1 119.57 WVestcnannei Southto DashizhenTo%%n PuchiengFuping. EasIchannel Wk'estto Gushi. Ueinan Dali Lintong Diversion ChangqinoFengxiano incmie ' iaojiCountv. en r,an )ianhe River i 37 h Tiandu'lanage Qiansnan.Fufcng ' Uaste canal ! ' ')~~~~~~eparment Channelhadi Xieyuguan.A\etean Shitoutc , 1 37.00 Eastchannetail (97) Meixtan.Oianshan I River !! Chanmeltail | Northchannei tati 198) i_ _ Channelhead Shiniu.Qiaraan Cianxian i :anumnao%anQishuihe River 32.00 1 iaoLazui Water Yongshou. Channeltail M S I MrilagementStation . ugong i Jushui Canehad ChakiouDivers;ion Kiav ,. Taoqupo . 3 1.83 aY D aoxian.FupingI I River I___ Channeitail , ProjectYao,uan i huan Shibuchuan 31.01 Damfront Shibuchuan.Chengcheng Chengcheng 'ihver Rervowt 1u - Monitoring Sections of Guanzhong Reservoirs Table2-2 Reservoir Locatio Capacitv No. i River ! Function I Attachment name n !(o,m') _ I_ * , F Baoji Flood protection. All tbe !I ! Fengliashan i Qianhe .899 * | } Countn imgation, watersupph monitonng 'I 3Baoji . sections of - ',VanWjiaNa F Qianhe 0.942 Irgation Countv reservoirs lmgation. powver are located e1cneration flood at the dam ; blioune Shitounc MNeMxan, 1.47 : protection. water front and supply. .natine product the tails -f Irrigation. tlood reservoirs. - - tnginao\an Qishuthc oian.xian 1.2 protcction. marinc product Dabewou Qishuihe Qianxian 0.476 Irrigation Xinvigou Mcixanghe Fufeng Ot.329 [rrigation Ganne Ganhe Qianxian 0.544 Irrigation ' lmrigation. flood Taoqupo Jushui Yaoxian\ 0172 i protection. water isupply marine product '! ,ouilc ' Youhc W'tVcinan ! {24 Irrigation.- ater supply The following 21 parameters are selected to review the water quality of 2 reservoirs, PH, CODMn, BOD 5 , C1-, SO '-4, total hardness, NH 3-N, NO-2 , NO 3-N, total nitrogen, total phosphorous, volatile phenol, cyanide, arsenic, total mercury, hexavalent chrome, cadmium, lead, copper, zinc, manganese, etc.. 4. Review standards 4.1 The water qualitv review of irrigation districts adopts -- Water QualityStandard for Irrigation " ( GB5084-92). 4.2 The water qualitv review of reservoirs adopts - Quality Standard of Ground Water Environment ' ( GB3838-88). 5. Review method 5.1 Review method for water qualitv of irri ation districts Single factor method. Calculate the average of the parameters and compare with each subject in the Water Quality Standard for Irrigation to attribute the pollution condition of each qualitv parameter. 5.2 Review method for water quality of reservoirs Single factor method. Calculate the average of the parameters and compare with each subject in the Qualitv Standard of Ground Water Environment ". then calculate the overproof of the standard value of water quality of class III, to attribute the pollution condition of each qualitv parameter. 6. Review results See in the table of review results of the water qualitv of channels and reservoirs of Guanzhong irrigation districts (table 2-3). Review Results of Water Quality of Guanzhong Irrigation Districts & Reservoirs Table2-3 "JNo. Imeaton Aonitonno section Review result districts _ T hliecontent of total phosphorous in the waterat the front of dam is 0 468 mg/ 1..7 times higher than the standardbut loxwer than irrmgationstandard. The content of BOD5 in the v.ater at: Dam,ront. reev Irtail the reservoir tail is 5.5 mp /.I 0.4timneshieher than the standard. I englianshan aneLdthe content ol total phosphorous. 5.9 times higher than the standard. both lovser than the imeation standard. The other xNateraualitv parameters can meet the standard of the Ground; w:alter chLss M. Cheouieihead. aste caalai All can meet the ititation standard. l.iniiacuwhe;d. "ciste canal All can meet the irri2ation standard. Weiiiabu nead -Allcan meet the irri2ation iandard. Ilie %xaterquality of Beichang can meet the imgauon standard. iJeichang. Xingptingnorth The content of chlorine ion in the water in the .Xinipine north channel channel is U.5times higher than the standard- other paramneters can meet the standard. i ioe content ot chlorine ion is 00 m/I . 9.8 times higher than Xing -,ateNo. ofttake the i-nization standard. and the content of salt is 22 9 me', I canai I2 times himaer than the standard. Other parameters can neet the L-si_ationstandard. '.lie contenE of mercur- is {j tK)t)2 me / L imltimes niu!ner Wang4iavarervi .han the standard. Other Darameterscan meet *hestandard. Daivwou. - resnvaour . h otnto ecryi )tJ0( e . 0hns nr'a - in - u n All an meet the standard of around %,aterciass [II. reservoirs Head anudtail of channel i Allcan meet the irrieanon standard. The contentof total phosphorous in the %vaterat the front of dam Yw'npaos'alln * . is t)1.79 me / L 0.8 times hia-er than thtestandardL btut lower than the uTriation standard. Other parameters can meet the standard od ground water class m. Channet head. reservoir Lail All can meet the imgauon standard. !Thecontent of total phosphorous in the water at the iront of dam i is 0. 120 mg / .L0.2 times hiaher than the standard. The content 4 Shitouhe Da o i otftotal phosphorous in the water at the tail of reservoir is 0.190) mg ' 1. 0.9 times higher than the standard. Both are lower than the Irrigation standard. Other parameters can meet the standard od erounldwater class [l. 7inimuiqu Clhaneli heai. vxustecanal Al] can meet the irmation standard ' ' uohuiau Channel head. waste canal All can meet the irrigation standard. Clumnelhead All can meet the irigauion standard. tWest channel. south j All can miet the irrication standard. channel t 7 iaokou The content of chlorine ion is 1330 me /I . 4.3 times higher than Offlake of east channel the irri2ation standard. and the content of total salt is 5865 mg / I e1.9 tunes higher than the standardi Other parameters can meet the irrigationstandard. 8 TT-aoqupo Channel head, %ste canal All can meet the itigation standard. Dam front. reservoir tail All can meet the standard of ground water clas IL 9 i Shibuchuan Dam front, reservoir tail All can meet the standard of ground water class m. Review of the Water Quality Monitoring Results of Guanzhong Irrigation Districts (I) .ngi I exceptfor PH) subject Sampling Cllondc Permangan I Volatle Hcxalalent Total TWXt | \ standard PH Totalsalt ajumidc A-scilic dismit cadinium Lcad copper Fluoride ' Ion atc indcN phixol Iltrcurn Idistrict chrome . phoslphrous \ I , , No, j i f f '_ I_I Standardvalues , 5 4 4 !~~~~~~~~~~~~~~4. oo o-5 S torirrization ; om_! p t21110.z>I )1 z0 tI t<113.0|S>w _ - Jinhuiqu 2' 1 44 - -____4 it II I133 1)i35 Head '7 2 7 4 42-I,) 4414 1.13 Jinslhuiqu n4y 214444 1 74i t ' l00liS 0 I41) | Waste canal iY 7 2i' S2 ;.' 42 4IA ( 10 ; IloS Luohuiqu -)74. .l l . 751 1 '4- 41oo,I 44O118i 4.!3 - ().61 Head 98 722 8 . 4 4 o114 n h7'5 Luohuiau I'7 x '" g 4 2 4 - _ 4 _ _- _ _ _ ~ _ _. - - ______441002 l)t1811 ______..______Waste canal 98 772 82 22.4 44412 t,)4, Baojixia 07,2n) - 1, 1- 9) '2 oont)1o5 . 4ol,1.49 4 101I9I Linjiacun head 98 7 2n ! S9n1' 4746 : I*.6(1 ! )765 , Linjiacun waste canal 98.7 20 8.2 gt ' I 444 I), 5 1.'t97 Baoiixia '78 lo ' U.' '7,, nnl4001 ! 4)1118 4194 ! 0.442 %Veijiabu head I -'4211 4 2; ,1 4,8 4441' ._ ___... ___ _o_V794 ~~~~_ _. _ _ __ . ______Baojixia _, _ _ _ __ Beichan 9)7.X24 4 i . 8 o4S 4.4442 ; )119 Baojixia Xinu gate No I u78 20 8.4 274444 1Y8 2239 n144 I n45 . : i * 11.116 14 Baojixia Xingping channel 97 2n) 7 l5 11,4461007 j . )n07 1.01ino25 / 00.222 Ii ! Jiaokou head 9X o.21) 79 150 5 1 8411 O (UIY9 ' O.t18 . 73 I I 0.906 I I6o4186 I.051 ; 47.8 214! 141 3<,h ') I 4 i}l 5(1 , '44444} i2 Jiaokou eastchannel . I l.4l44l4n5 4444)16 0(.6 {. 989 7210 8.2 |~~ I I 2 5I,4 ' 4N42I ,___,_ ~I ~~~~~~, a I/ 1.1860 13 Jiaokouwest channel 97.8.244 S.2 120 144, 704 i I 41.44o241 o.0.76 7 7 1).___ 14 | iaokou south channel 97.8.2t) 8.3 114 8.6 _ _665 / / |°)03 J / 076 0.135 Review of the WaterQuality Monitoring Results of Guanzhong Irrigation Districts (II subjectI I Sampling jChiloridcPermanigan Volatile Total Hclxavalcnt ITOWa standad PH i.Total salt cvanide Arsenic cadmiutmILead copper Fluoride district ~~~~ ~ ~~~timcion ateinidcx phenol mercury chrome phosphrous Standard valuesf I1 for_irriutatio __ _ n __ _ _21______3______ 15 Fenujiashan Head 97.3.20) 0 ~J 9.19 i .9 190) 41H0 (loo!4.4 01.030) 16 FengjiashanTail I 97 8.20 80 10.2 2.1 206 o1027 1).UooflI- 0.4 01.025 Shitouhe 97,.8241 6 15; 3 I10 i .19 4(125 2 (1.016 Head 987.7.21)'[2 '8 II 1 11 .909 Shitoulhe 9'7. 24) 76 1301116 IllIllOlSI . Tail I98.7-20 7 I 52( .4. .) 19 Yangrraov~an Head I 7.5.24 3. 0.9 .7 231 I.102 I411145./.36 o103I 2). Yangmac,,,an Tail 97 8211 51. )l'1I12 (10112 .* .0.445 3)J464 97 8.241 'II 13 484 01.14(3 1.o4411031) 14423 0,(168 44.581) 2 1 Taoqupo Head i 2 .1 I 20 S.0 i ~~~~~~~~~~~98.734725. (1.26 o1.018 0I1 22 Taoqupo waste cal 98721-1s~ . 4502 I .0.4116 01.425 i anal7,20 98 5.7I _____ 1.12 Review of the Water Quality Monitoring Results of Guanzhong Reservoirs (I Monitorn aping L PH COi , O~CI'SO Total hardncss NH.-N NONl-N Totalniogean No. ~~~scction date ni- ls est Dcnsit-vI ls est Classls DensityClass lss1Des' Densitv Class Denntv DensityClass las Deiyeu Fe.giiashan 9911 78 32 II 2.9 1 1 04 Damfront 98 7.21) 81) 1 2.3 II 31 I '9 k I 7l.1. I I 0.47 11t.3 - ~ fengjiashan 97 9.16 7. i 2 I . IV i 70T Tail of rescr%oir 98.7 2( 81) I 2- 7 I I .' I 3 1 74 I 0 ll .2 1 0.79 I 13 3 Wansjiaa daiifronlt I 97 9.16 8.2 I 3. I 1.9 I 04 4 rescenoirta,il 97.916 382 I IWn3ngjiayj 3.0 LI1. I '1.61 i SJntoulicdamfronc 97.9.16 7 2 I 4.6 Ill 1.9 1 11.93 6 Shiboulie rescrioirta,l i 97 916 i 7 6 . 2.3 Iff 1 6 1 ______-____ 1.54 7 Yangmao% an damd'ront 9 7.7.2 2 27 II 19I I 17I121 i&IlIl18 I1 051'.59 8 Yangmnao%Nanreservoirtail 98.7.22 8 5 I 2.7- ill 2 3 I fil 6 I I i 143, 1l 1 '2 Ill o 4139 I 111,o Dabcigou i97 9.16 7 5 I 2.2 [it 1.6 I 1 3.82 Dabeigou 98.9 16 7 5 I 2.3 II 1 I 1 18 3.35 41 Rescr'oinail 98 71I . .1 I 3t Ill I.3 I 5( 4 I 512 I 1171 IIUI l1 o 123 Ill 2.4 I 12.6 Xinl%igou .98 9 16 . 7.4 I u 116 I~2 II 4- * DamI'ront 1987.1[1: 84 I 2.8 II1 2.i I 1 76 1 1 57 1 1 1911 It 4)24 Ill 41142 Ill 2.4 I 9.35 12' Xin%igou 98 9.16 7.5 I 1 I 4 ___ 2.94 Resermntil 98.711 V I ' 3. I 1.7 741 I 522 I I9111 ,1' Ill 140o Ill' 2.4 I 10.4 1 Ganhe 98.9.16 1 80 F . 11 0.6 T 131 --- -- ,1 )1 F 98.7.101 I 83 .71 3.11 , 11 ~~~~ I ~ ~ ~~~7h,. ___ 11 4415ll 21 9.07 Damfront, 7' ~ ~ 1 1.7 o I I I 99I I F 09 . Ganhe 1 08.9.16 7 9 I 2.5 'II 0.4 I 0.432 14-- Resernoirtail 98. 7.10 8.3 1 1.5 - -1.1I 767 I 51[.7 199 if I1 0 19 [ill 0.094 11 2.0 I_ 10.3 - - - - = - - o -" r- rf C3- - 50~~~~~~" 0~~~~~~~ - W x u = - -l5 b | { s -o .'1 _ _ _ oU , <= F n . Q g-. r 4 , ~~~~~~~~~~~~~~~o - L- J -- --- x-- -- c---W I.'- -- - ) - C) x --0' x IX!x ')b ------lb - -~~~~~~~~ -l---- 2 - -- 0------5 t ._. __I__.... - . - v. __ ___ *w ,~~~~4 4 - 41, - - - - ; LI 4. - _4 _3 _C _4 - _-_ _ _ ------~~ (~~D LA410 - -1- -_ - - - I - - - . -.------| - C) 0 11 J . 1.. v3 ,3 I3 o |-~ . 1 . .4 .. S 1C 13 1 1. 1. ~ C)~~~~~~O 41 I) ~CD .4, t,4 '. .- 1-4 . 4- -.- - 1 - - - - -) - - 44~~ - -: -: - - -c - - -_ - -- - -_ - - - - 1.4 -a 14 ) 2 Review of the Water Quality Monitoring Results of Guanzhong Reservoirs (II) Monitoring Total_phosphorous Voatile phcnolIT C~anide Arsenic fTotalmercur HexavaIcnichrome Cadmim Lea_Zin section Density Class Densitvj Class Deisiv Class Densitv Class J {DensitvClassIDensitv Class Density Class_ De_sitv Cln Des_v_a_Dnit_la_eniy ls - ~ Taoqupo 0.058 Iif I JI / I I (.(0 I ls est )n~yIZSfDniy 'is JU(Y 115 Damfront j . 7 ~ l I _ _ _0__ _059 _ _ - -T Taoqupo 1 0.447 I .r l414(9lg l 44.44444(45' I _ __ 16 resrvomirail 41.4482 Ii1 III 0.035 Youlhe (1(18, ItI I K I I O 42 5 __ _7 17~ ~ ~ ~~ ~ ~ ~~ ~ ~ ~ ~ ~ ~~ damfront1 4 I04,071I 11.1 1m) I1 40)031 1 1(114)3 Youbc 4)4448 II t.I4448( I II R__se___ oirtail_____0____ *44 1( 3 fit I 44,, I 14)___II Shiibuchiuan 1 aiirot 4.412 1 (414(5 III / i I 0(44449 I Shiibuchuan .(4 II . 1I I 0.0)14i 1l1__ 1 4- Appendix IHI -,vs,gafcuof E;~iSfingCandinio f3, in CgeianzhongIrrigation D-hr3cts Investigation of Existing Conditiwnof Soil in Guanzhong Irrigation Districts 1. Routine materials Tne fertility and main saline matters have been investigated by 1ayers on the basis of the census materials from the soil & fertility department of agriculture & livestock husbandry bureau of Shaanxi Province, and ornthe basis of the routine monitoring materials from the department of env" -Onmentprotection. The fertility and saline of the soil are listed in table 3- The Second Investigation in GuanzlionigIrrigation [)istricts Fertility ExistinigCondition in Sectionisof Main Sorts atid Types of Soil District name: Baojixia table3-1 RapidiV Ralidilv I:ctive microilcmenl( mg / kg) navailahlenvailablc Seclion Soil hilical I.Ivcr PpH Orgawiiic cuual;i p canaci(i ('a(l), . . ~~~~~~~~ ~ ~~~Nilr(gelp h oRphor phlosp)hor posilion sorts ipe ( cm I Vnijc on ) nitogn m.etI (lg ( lioron 7.irc manganesc cooper ( °o ) ourl lltl (m1gI) soil ~~~~__._.._ _..____.____._____ ... ___ .ng , . g' ______t)-l )X 9 1.1.2 t. .92 4 2-4 11 5.75 (0.32 o.268 3.054 0.787 tQianhe, I _ __ _.__ . .. _ _ _ _._ __ - __.- _ alluvial 19-29 8.3 1.06 0.085 1.4 3 28( 13.8 10 ).268 0.168 2.702 0.878 llaoji Silt Soil . ____-- ______soil 29-8X1 X 7 t.81 0)063 28 I 142 2()6 8.56 0.262 (1.338 2.892 0.892 County ______.______84-110 8.3 0.65 0.048 26 I 119 17 2 7.53 . 0-25 8.2 0.87 n.056 z5(.9 6 9.98 0.514 0.179 5.57 0.811 Wuyi ______. ._ _ __ . Ciuuinao Red 25-31 8.8 0.46 RI.044 11.37 0.551 (1.105 4.64 0.778 Jianigliu,__.___..____..___.__._._. n soil loaml 31-18 %.7 0)61 (1.1013 11.81 0U.439 01.138 4.67 0.979 .Iimgyang _._-___-.-. _ __ _ _.. .. ______48-115 8.2 )0.49 (1.1032 9.64 0-20 8.-l 1 19 (0.017 67.9 4 362 9.7S 11.7 Ciwgino(Maj1 Illack 20-301 8.7 (0.74 (.053 .1-4 2 5 209 6.81 8.4 II. - .- _-- ______-.- _ .__-_- _ _ . _.-.- .- _ . -- _ . ______it soil soil 30-18 8 ( (0.78 11( 53 410 I 1.9 266 5 19 7.2 Gaoling _.._.--_ . . . .. ______- X48-95 8 -I ( 75 (1,(i1 318 4 5 206 9.38 3(1.3 t :t T~~~~'heSecotid liivestigatioiiin Giulanz.hongIrrigatioin Districts Fertility Existing Condition in Sectio is ofMain Sorts aindTypes of Soil 'I District natne:Baojixia table 3-1 Rapidly Rapidly Effectivemicroelemeni ( rng/ kg) ITOMal av,ildlil& atvailatile Section Soil lypical I .aycr Pitl OrIaanin cnIaIasis capacil) Ca((, Niltogeit Ilto>iliOi, phiospholzrclai) (uI iliC nuanganese Cooper position sols Type cm ) voalie 1.) eilloeii I11e!' lUlg I BoUron I~ ) oIln B IItsOIIYsni nagI3 soilig' -__.____ .. ______. -__,- . -.______i ltug 3 ( nalg]p (l-18 74 1.235 _0 _9584 12t _376 13.2 0 152 0.59% 3.15 0.71W 18-18 7.4 II "111 (lUOtI 38 2.3 2t8 13.2 (1.II 1076 1.74 0.5(1 ______Xinlglin, CjlUIDIIIO Red ------._ _ ._. 0U45 .ingli,Ciw.28-5) 7.5 0 6-42 0).(55 32 23 132 - III (Il li I 926 1 78 Fufiwng n soil I(xun _. - __ ___ 50( ___7 2 0.629 .) 30 -8. 122_ I60 _____N______10_8_ (A1l-lOl 7.1 0.725 (3051 28 2 5 1811 22.3 lleilongyat i1-1'9I9.134 X 1/ __ I _ 173 -15 31 15U 9.94 0(1397 0.285 6(089 0.45 n,Weichc Cinnmno Rd 19-I9)0 86 (3._5(3 11.046 8.94 0U.219 0.342 6.36 0.675 ng, n soil loanm 40-93 8.6 O8 0t(47 15.61 . Xianyang 93-183 8 5 _(_.585 0_037__ 7.8 'liheSeconId Investigation in (hiawzhongIrrigation Districts Fertility FxistinigConditioni in ScctioInsof Main Sorts and Typesof Soil District name:Bao-ixia_ tabil 3-1 Rallidly Rapidly Iective mictoclment( g ) lulal n~~~~viaiIbleavailable Seclion SBoil I vpical I avcr I'll Ohgailic C'1,cnIaIiq capacils COt1 Nill-oell lhlIslf rphoslirloF position Sorts lspc (cm) Value I°n) nilon Onl nm I fllIg ( e) Boron zinc manganese cooper (muI) soiloil __.______( nttr 1 } fmS1 ) mg:l __ _ 0-20 8_6 1.036 _01.04 77 _ 1 15_ .69 0.305 0.257 6.19 0.708 Mazhuan - -____ Climani;o Red 20(40 8.5_ ((.1i 0.057 941 S0113 0.602 794 0.847 g, Q inidt ------_ _ -- -______Asil 1hloam 410-89) 8 1-026 1)1)57 1-1.5 ______I)istrict - _ X 7 2 0)-- ) -- . . _f8_ _ . -______-______-- ~89-125 8,7 0 562 - 02)9 -- 66M - ______0-20 8.5 I tl ) 0. I(m) 32 18 19)4 ._M.5 .35 0.4 10 1.4 CimiminimoKI-l 20-35 8.6 (.918 0.0 7 21 II 10.12 _ __ Xingpin i--- _-U- -- - ______sisoil loa _ 35-701 8,5 0.727_ .0(7 27 I 1 .. 1J _ 70-110 8X.861 6 0065 25 18 902 111-15 8]. 1.165 0033 3'? 2 181 11.92 0.35 0.7 2.7 0.95 Shjde, (inni_.no Red 15-25 _ .5 . . _ _006 Al . 10.68 ______Iiqua I Soil lo:-.: - 25-70 8. 1-75 0i . 2-I' 3 .1 ml ' 70-1I00- 8 I) 57') -01')9 2-I I Ii) 31 'I he Second Iilvesi gatioli in ( iiiaiizitonigIrrigation Districts F~ertility L'xistinig Contdition iii Scctions ol Maiii Sorts and lYpes ol Soil District name: JIaokou table3-1 CA sic1tioiu soil I jII" I zi) '2 (' I hpai' i& cauIdIs,i~ ipacil) ~U 101 lit IllilUhgaUIe~ ctx)%ipl posilioal Soil l)pe CI )il %ali * I'I 11 It iisi1i j(r III c IMIlg 1 9 -1 252 1 0182 L o%-, ((-2i 8.3 1.295i IWO18 I l 278 1(1. w) 8 27 II )3o 0. I uO Y1,111rs±n,MOiStLrC -- 25-35 8.8 Ii79 (1(11 1(1.15- 819 - - Pucheng soil su,~ 33462 8.8 (1.7oll V(1.1I 13.03 792 81 _____ wil 62-95 8.8 I1(it (.1(1-1" (2 9 11 06 O009 oI I .5 1'j7 ((.5 (15.1.1 (124 5.19(1 (1916 27-35 8 0 1i73 1(15(i I 37 0 5.K (1172 (I..li2 (3992 Youshikai, Ciiuuwuuio Uus.- .. - 33ot 8 8 II 05 o1151 Lintong IIsoil Noll--...~..--. 6K, 2 2 (I 57 ( 10U 92-138 83 I 1.1o (((( (1-2(0 '13 O 45 (1(51 5( i 22 1-15 ((.92 0.2 I-4 T.9I" 1.0(54 (luanisuiw .. - .- Ciinnaiumo (iue-v N(-30 86 . o 841 R.05 13.7 o)82 1)) .5 1.1..6 (I .1987 1(374 It soil Soil Al-/ 8-8 II 87I I 0)58 17.8 (16dl2 I( .. 2.15 ng~ ~ ~ - /2- M(l 8.2 I 13 11(171 th'leSeconid Investigation in (itianzhongIrrigation D)istricts Fertility Fxistinig Coiiditio,i in Sectionisof MainiSorts anidTIypes of Soil table 3-1 District namellaoj ixia .-- R.,pidI% RIapidI% Hliveu~ miefctmnlient( mg / kg) Section Soil I'ricaI I a.%r I'lI rnL i c ca;uviq aIacIv Cat) cm Vaue Nilwpen 11iftoRvil 'hrnsphor plimphof in e O, positionSorts rxniliontipe~IV softs ~ m) ~ le (% OI'tIi OI I % I loronl zinc manganese Cooper t uigI~~~~~ip1.I 0-17 8.6 1.176 (o.03 it) 8.5 244 9)6I 9.25 (t.31 01.92 3.94 1.03 3.68 0.99 ibeoviaa 17-2-4 8 5 0.675 - 4l.0c3I3.2 -12 09 8.44 0.37 0.84 (iosumsto Red -. --. n, ~~~~~21-16 8.5 01.686 0.06 37 2.7 __ 12.84 6 07 0.25 (1.7 2.84 0.94 II -oil 1(550 .....- . Wssgowsg 4o-703 8.5 0.031 I) (K 37 2.3 _ i.12 2.97-- -20 - .9 _ __ -. ~~~~~~~71-120Xl 1)0716 00062 3, 2.2 65 5 - 1.50 0.203 8A1 1:1'9 . .Y:9( 77 23 216 _ 1246 0.4 1. 1j( 984. Wtuqutan,Cimminoo Ilslick 201-36 9. 1 1.367 (1).1I68) ' 6.4 14117 0)23 1)817.90 1.40 1.38 Yanglinlg II soil soil 36-42 8..) (1.90 MR0 56 41.6 1625 0.20 1.16 11.0 42-S1 8.)1 (3.729 0.8 ;.I 4 6 -19 75 (126 050 10.5 1.1Is (I I1 0.71 Wiingcti 9~(4.5I (1.889 II (7- . 3 7 21(1 III 7 (1.32 73 S. ii soil lornni 2-2 82 v .. ( ltI The Secondt Investigationin (iiiaihizlongIrrigatoion Districts erIlity E~xistingConiditionin Sections ol Main Soi-lsanl(ITlypes of'Soil _ table 3-i t District nan:Jinhlu~ - - I(ipit H) RitI I)ILiIIy FI:ltcliv'c iiiicr cIcuiliiul( ini / Ikg Sed(ioi Soil Ip~itcal I .a%Ci III (lIi jimiic ulI,~is ~ :alc6 aO 1(01011 /11c IluHgall se coolwir position sorts I) pe CiiiI va11111Ii IIIhI1C II"4weI ini iI) Iihlsoill ( "'rI I I sod~~fii 1.22 0-2 1 8 41 1.03 077 55.76 IS5 38 1 131-l (l. 58 U 211 3 1-48 (1. 2 .19 1.22 Xiiishi, ~~~~~~Rank-- 3 8 2 0 85 (1056 To (1.5 (1.258 0.1 5 1.37-4 Iiii(oig ~~~~~~loans33-5-I 8.1 0.,71 (1.015-I XL) 01.442 54-I110 82 0.97 0.066 1.36 0.909 0-25~~~~~~~~~IQ8XAi (l84(i 0.058 .19 I 0 .o9 208.3 Ii3 26 (0.707 1)42 17.78 Wangqiu - Alluviail- O 263 5.94 0.8(1 * Sill soil ~~~~~~25-10(8 5 11 5491 o.01 12.7 ((582 II 612 (.1158- 5.93 0.776t Jiiigyung ~~~~~~~~~~40-12418.7 1)231 (1(I18 M1(1) 1.212 (1.301 81 I 106 (1(11 41 9 7 -I I9.M M1mg (1.581 UA-28 5.88 _ ____ alluvial ---- -. ..- G]aoqii, 1 Srnyuan5(111 2~~~~~~~~32A. 8, (I ).i 011.13 7.77 701-1.50 85 (1-II (1132 7.11 ______ 7 ...... - - (1-2(1 8-I-- - I(1 (((175 59)8 . .IA 185 _____ alluvial 2(1-32 8.4 (1.51 11.04.6 38 7 2.1 11(1 7.7 (1.7 ______soilI 2-0~ 8 -I ( 71 01.054 -168 1.3 1-68.2 7 0 Guolitig c~~~~~~~~~~)-1128.1 t) 7I o.o3 .112 2 5 u i2.3 The Seconid Investigation lin(uImanziiong Irr-igatiloll Districts Fertility Existinig C'onditioni in Sectionis of MainiSor-ts anidTIypes of Soil D)istrictniamie: Jiaokou table3-1 R;ipidlv Ra.ipillv E;flccIivemicroeekmcnl ( mg 1 kg lolni n~~~~vailabluenwniInb3ie Seclion soil I 1i;iicnl I met I'll Olpaitic Niliopck rho11or ;i1v CaCor Iloronl inc inanganese cooper pos11iion moitq hie Icmi %ahle I "flIloveII nme I00 (P I iijg Ioi ______Rig_III?_ - ______--. - I nngII ( iu~~~~~I) 9.35 0.75 Z.Iiouio. (-241 ')3 'i (I il 12 137I 7( 11.29 0)71 8 16 - 0.68 I .iu~~~~'ci ~;le% 29'-39 0 71 0.0131 - 61 037 0)74 Distlicl soil 39-122 0.66 0.1040 12 I 0.63 /halJiigi 0-2i 0.6 0.11587 R 16 11368 WM73 6.576 -- ______Cinniviiio Pct - - - - ao, 25-40 1)9108 0)019 114-7 0.532 II 404 2.212 0.976 l~~~upiog 4~~~~~~.0-300 114 .019') 13231 (.26 0.462 4.4801 1.102 (-I8 76 0 63O 1R056i 177 8 720-5 0.605 6.424 0.855 C('imlamlo Red 38-1-26 84II A-8 (1.(.-( 22 1 7 XI 0 23 0 522 3.650) 0.814 - . --- 0I36 -- - 16 5.694 0.806 it Soil Soil -26-15 7A(, (13) -(1.0)6 20 2 7 17- H20 0(.218 1(024 4.964A 0.962 ______~~~~~~~-15-90)760 0.1 0 110 It 3 I l1eSecond1l IniVeStjigltionl In) (ItIMI;111z1110 I gigatilln 1)iStricts Fcrtility Fxisting (C'oniditionIn Sectionis o Main SoIts anid'1')!Tycs of'Soil iable3-I Distirictname: I aooSpo _ R_pIdIpIt) Rapill 1I1lective itiiclodclictici( 111g kg al1. l l llockglab1c -. _a______.- caIiil ('i( C' ) Seccioll Soil I pical I aN.lc Ill lhi Cal jlilh iIila 1m. I (lWI ( lili:m aas Cooper posilioll soilts lli I ciii I altw 4,it) l e l ie I still (1 12 , ( 701 41.I6.I (85 Xwnitl>lli Ciilialilo (iLs- 0-39 8 7 I OI (I (k'7 35 1187 13.7 - - I J17 1I. o2 (I -- 90 0 122 Yao\;iait IIsoil Soil 39- 15(1 8.5_ 0h8 (0590-- 28.I u-2') 8.3 I tu,7 (1 lOll 3 1) ,, I7 1I97 I 0I l oti , 15-I (0911 1H112_ 226(, (118 _ .52 1 _02_1_ Qicun, Ciiuwaino CluN _ 29-38 8.-I _ 08 (t)7-1 __ __ 1-122 .. _ I:ul)illg it soil Soil 38-83 8.3 1 109 (C W)I-_2_ _ . _ . _ 83-134 83 0- s12 -(13411 1;5M I'lheSecon(l Illeslv igaltion in (itian7lhongIrrigation I)istricts Fertilily I xisting C'onditionin Sectionisof Main Sorts and Iypesof Soil table3- 1 I)istict ulatnee:Jiliii(iti _6pidiv 1_piLII1 FII_cc(ifcuiiicwdlement ( mg I kjg_ caiiciI Ct '(()l Seclion Soil I Iical I awl I' l (Og:ti II c r' CainI% is ; om C lnflp ( I l) ooll iinc maneanese coopert posimion 'oIitle ( cml) I I;Ilnnilpin!en ( 1111!I \ KojIi . _ _ __.______. .______. . _ _ . ~~~~~~~IuimlFI I luIIgI I 6.882 . 1.13 t(-2( X t '82 W 1 54)2 I't I 25. . 13 I 0272 (1238 7 o 0.22 ((.238 5.298 1.13 WiIuIlm. 1611k 20-31 X 0 0t ((.017 _ . 8 ((.226 0 278 6.15 1.754 Yaldiianig I 3m11 4-'1 X 0 73 1Mil __I 69-_(41 0 7 0iI(0 -.- .-... _ .______.~~~~~~~~~~~~~~~~~~~~~~~~~..- 'Ihle Secondt InvestigationiIn (itianzhong Irrigafion D)istricts FertiIlityE'xisting ( ondIIioi InISctWIInS o f MainISor-ts and Ty\pes ofI'SoilI table 3-1 District naine: FI 'njisIian i----. -...--..----.-. FI-Icciv~eimicrickettii~it ( inig /kg Ii.c Rapdi'3l Raipidhl C116N CIO SecIioi, Soil Ihpical I aNuci I'll (hipxant. ii uIhsis ClOIJci 1'1~,oiin itnc iln iictiis uxqwlc Posiliwi stwis I) Pc~ (ciII1Nhli VallipI4 111.i pIIo'bl%r (113 (5 I I 1.65 (1-23 8 2 [.1-13 Q2 137 157 1563 1113 (5 138 1.38 Daying, Ciimniio RcJii 23-312 8 3 (1.913 2(1.21 41?-(1)3, - 1.43 Qishani II soil Soil 312-45 82 171 (13-4 11.5 1.38 -15-112 ~8.3 0)818 405 (0.575 2.99 0.73 (I-14 8 1 1(17 (0.075 45 i 7 16-1 13,69 (0 043( 23 0 550 2 3o 0(.52 1-4-23 80 O O5.(N7 -13. 3 7 12.1 13. 23 lu 2 0) II 87th I 20) o.87 23-12 7.5 0 h2 11.152 32 2 3 112 17 XI 0 (10.33 - ______Naiyaiig, C nizwmaio l(i4 l …-. - ** 84) 19.26) 5. 4(133 0.067 3.18 (1.71 I:u6±iigmlsoil It~~~~i 32 3 74, 0 hi (.00~ 28 2 5 39-5 1 7 8 0)781 0.052 22 .12 8-I 19 9(, 4I5 53w 8.0 II -1(1 v1-13 313 1.1 8(1 II 6 21 ( 3A- 72 9.Io, h) 7 ______66~~)-I I-I 7 9 (I 535 0(03.1 19 (o-25 8 4I 0 881 0((87-I 53 5 I I8-1 11)52 . .------.- -. ---- - ... ~.. M.anton CinlIIamoI Redj . . ~ 25.5(1 8 ~3 (4 71 o1(0.1,7 Is 00 yongsliouII(-I1(1soil318/ 83- 'Flie SeconidInvest igat ion in (htian7zhongIrrigation Districts Fertility ExistinigCond(itioniiin Sectionisof MaiuiSorts aiidTyvpes of'Soil District niamie:Sliitoulie _____ table 3-1 11:icPipiI I RitI iIII JEll1ecliveiniicrocleinenl I mgI kg) Seclion Soil I %picni I I%el I'll I pli c Nitro'gcii IiiItpl%N, lw,;ihPItoi pimoplior alai C'aC'(, c mnaec coe UI g IonBor, znimnans coe p)(KiIioiI sonls I)PC cmn1 sbIe ( o "Ifc 1.825 Atici. (iim;imi11 Mlack 0-28 105)- 0 07 75 7 7 Il I71 79) 1.525 (1.64 32.8 1.75 Qislnuiii II soil soil 28-6 11.881 0 0 S( h(I(9 11.32 32.5 01-17 1.32 (1118 I 7 1 21It' 19)32 0.214 1.119) 8.(78 1.736 17-28 I III 0.075 17 6.7 18(1 I17.4 021) (15(07 8.375 1.25 ViII-ogloo Cionianio Red… 280-11 t097 (1.072 -IIO8 1 Is88 1 (1.132 1.691 6.999 3.332 ------Mtixnia, IISoil Io, -…… -- --- ~ 41-5 1 1.22 0115 37 i,.I 108 19.584 0.13I(i3.472 5.831 2.115 51-1(9) 0.88 (l(lo 241 1.4 1.11 222 I'll secoiidiInvestigationi ill ( lianizhongIigtion )is( ct Fertility Ex isting Condition inlSection s (4, Mdiii Soilts and 'lypes of' Soil District name:Injahi-.-----g table 3-1 position! Solis I%pc I1c)i i-du I l ~c!i I (BIg I Io,oil /IIic Imi,;,,amcsc coo(wr M,!jia,illoisikile~~~ Ciimlaillo ~4 iq Isoi Meaxianii soil ~~~ii 27-1-1- 7 7 Ill 11072 -II)- I o 142 18. I 0 - If) w522 7-1-15 1.62 -II) 8 2 1 12 (7071 38 I 3 IN) 2 ,i,9 ______)IJ-121) ~~~8.2 III1i7- -III1315 [heliSecond( Investigal oiouiii ( ItinulhonigIrrigaition D)istricts Fertil ity Fxistinlg C'ond(itioti iniSectionis ol' Maini Sor-tsaind TIypes of Soil Districi namie:Fnu jiadhan ____ table3-1 -- Hi%CC ItHriCFOCIeIncnIE(mg /kIg)I R~6110l1 Itnidllli sCcIji(tl soil I % icai) I 81 ci I'll O)v luik c:111l:iK 11 Pho.U( caI,I4iI 1, C1111 1 loroo /c,in inanganese Cooper I'Omiti() ~ (VIcis 5bp I Ciii I VaiIlic Inv i I iilp I (I. I 8 I I3 l) 5)3.5 135 lo, 2 7.1) II. fit (P28 5.07 0.9( - -…-- - Xilie -- 01.194 (I 218 4.51 0P.916 (jiii~,I, I thLick 18-17 8 I L.)I (115 of Lo 1019 16-I 5.8 it Soil soil 1l7-92 8 1.116 (P.068 3'q 2 0 1017 22.6 0P.7 ______NA1.1 I-I ______8~~~~~~2-12-I82 Il-I) 8 2 I..5 41i097 i2 III 176 I-I 5 0.18 (186 5.954 01.922 129- 8 3 1 33 1)118I I5 3 1517 129) 0.1I6 0)2-16 7.618 (P.982 Muin 0la 0.128 4.29 1.070 ('inn;mi1o Red 28-5') 8.2 LO1) 0P.I68 -II 2 136 16.2 5litoji - - Ii soil soil 49-6)) 8 I 23 0.1072 3'q I 97 2-I 3 - Comi1l ------60P-8 8.9A 1.18 00172 331 3 87 21.')____ 8.1-I (1 XI IPX' 1)Ui7 32 31 121 I'I (P12 (173 5 1 0.71 41-20) 8t 4; i)99 DO(113 211) IIw) Linpinig (jillimilo ( imI~I.io11 21.8 8H( II31 (Il?.) I f Qimi\ilit noi'i it soili 29-l( S (10.712 O(Oi)6 I (41-IPS 8 i (IW8) 11)1 I I.I 'I[le Seconldlliivcstig.tioii in Gu(it ahong I-rigation I)isiricts Fertility Lxistintg(Conditioni in Sectionsol MainiiSorts andl ypes ol Soil District name: LuOillt Li- lalde 3-1 _ _ . . _ . . . _ . . . _.. . ___ .. _.R_ .. . -:lrciisvtiticrelcitictitu I mgl- kg Section Soil I I yiwal I a! ci 11 I h IIiac caila.l*t pci I (' 1), position sois ( clmi vplic / ' 1). 1 c in ) ll ,inc iiiganesc cil)o) I oils~~~~~~ili ("4 I /fl 1) l soil (3-10 8A.-I 1 Ill Oo(2? 3u I 1O 7 57 ( 070l I7 7) 5 .3T5 I - 1(19 Doligtli Ciliulit,lmo 14d 30-37 7.X - 14 4 - 1- 51 9 I _ 12,31 ' 3615 0 368 1 1i38 0 782 Dali it soil Soil 37-5i 7 o (U 1) 11-1 I 6,28 1 -174I LI-4S-I 3 650) 1.01( 53-12C) 7.-I (AJ7 O'1)-12 20 1 7.-44-I 01-201 X.-I Ill(0 (0.072 -13 2 218 12( I1(5 0( 208 1)21-1 1.308 1 )82 Cijunamo ( ircs 2N-29 X.5 XuS&I 0 003 12A- 8 71- II soil soil 79-77 8 I Xi8-IS 0844 1. 3 7 17 77-14ii 8 'ill (113641 Ii8II x 17 'I'le Secol(d Inivestigationiiin (;tiaan.zliog Irrigationi Districts Fertiliy Existinig Co'dilioni in Section,sof Maini Sorts aild lypes or Soil D)istrici inaime: naniiaotayn table3-1 II _pihll It)iidt _ .I .l,tc InitSl Ictl (mg/kgmg/ I (:i' I:vilalbleInailtl.- … Scclion Soil I% pical aIcr I11 1groli cahi I% is iIw C(l*( )i, N9iii *peeh1i, "pIhoe jlt sjlilislvr p)osilion S5ll hre I cnlI ) vhic I" ( ) liliigllopo: c IHlg I ItoronBo 7ilc manganesecoxper ______-npI -____..._ ___-. .... _.__ (0-21 _ K5 I M°I 0.(77 33 4 1_7 112 0. 115 ((.734 5.12 0.71 Yanglig uIItinalluil 21-26 __ 8 5 1.071 ( ((6 .- - 1 2_ - - - - Qianxiall soil 20-04 X 8 (0.713 ()( 13 I.1 ___._.8-( 8 7 _ (.___._. 311 _ 0.02_ __ 'I'lC Seco0n(fnvcs fig(ationin (6mainlhongIrrigation D)istricts Ferlifily F-xisting Condition iniSections ol MainiSorts and TIyples of Soil District namie:Shibuc aiian table3-1 _t.pidfv Ra.__ I"IlTctivemictoelenicinl ( mg/ kg llItIS, al i lnlleaInil nIc nIndl'lI,c Section Soil hricnl I nale I'll Orpn,11i Nv cnl:1IA 1:w-i! ck7apr ( 'nl t) . ~~~~~~~~~~oMrIti ~~Nih ;alia .~~~~~~~~~~~~~~~(i g ) ( n l ______..._ _...... _ ,mnlIcl,.___,: 11-21) 8.I I~~~2T? 06 Vl 2 II 26S 41,I-I 10%) _0.945 Shipliann Sillcoiln, 20-1_ Y.2 1.131 R051)19 -8 - eaIS-..__.__.______ llni(huIi it soil . 15-6X X. I 1 02 00)62 i.I 21 . . _ ___ __.___ _ _ X1 _ I) 7(-I 01)5 27 _ 12 ._. _ _- Zhnnnt 011-27 8.1) 0 16 o 11)7RI 213 1It 2 0 ( 12)).20 I) ..5 91)(91) Oil Ciinmno R.d 27-34 X9(1 12 18 111)62 10 l )222 () 30 58XX6 1.914 Chcngch it soil ol 1-Il . 10 0.971 0 INV! .I .1 1)201h li '12 4.)5 10XX6 'ng1 ______.11-X279t .2" 01).(._ 2. Monitoring data 2.1 Section testing The saline of the soil in 1 mnplough layer cf the fSz_-a7 a.. a a._c- anc. swaze :rr s-ga:i- d srics, Baz- x.a, Ji.. z., : a - - ~~~~~~~~S__t,_a_ _...... siave-Dzen-~ -. .ne sa :ng pDcsli:icnsanc- tne m : :es: a-, c;- f.iowing^ taies. Ct2IOaFg(>sof PlotIgh I , y of Typir:alTr Irrigation D)istricts Table 3-2 lHsr Rnpidlv lmlal HEi.edive I.ITectivc liTec live FIThective Effective District Section 'll OrgRnic clntnTsic elTective Iime nittogen Knlititm. Zinc Manganese Copper Bloron nmne position value ( ) nitrogen phosphorous (%) (milg/kg) (tmg/kg) (mg tkg) (mg /kg) (mg/kg) (mg /kg) (ing /kg) 0.35 Pingxin, Secondinvestignlion 8.5 1.319 0.t00 32 18 IQ4 0.4 Inn0 1.4 Baijixia Xingping 1998 8.68 1.03 0.0716 45.8 .X( 116.5 0.66 19.2X 3.34 0.95 1.22 0.5X6 Xinshi. Secondinvestigation 8.4 1.03 0.077 56 15 3X4 0.204 3.148 Jinhuiqn_ 1.14 Iinlong 1998 9.34 0.65 0.0452 27.1 3 9 76.4 0.37 9.19 1.17 9 Is 0n75 0.29 G;ushi, Secondinvestigalion 9.3 0.9() 0n0I 42 4 117 0.71 Jiboknu 7.66 Lintong 1998 X 70 0.58 0.0431 19.2 1R.I 270.6 l)51 6.66 1.51 _ _ 36._...... __ . ~~_ _ _ ._ _ _ -...... -. __. - 0.06 1409 0.670 Fannland. SecondinvesIigntion 8.4 II0 0.0h2 36 1 165 0.749 5.365 6.88 119 0.25 Louqi 199X 8 14 067 n.04R7 31t 11.6 151.2 0.48 Notes -TIhelandc with higher saIiniii:ihnv are se'rp-leI ror t1e *lIia olM TI Y Salt CJitl&nd,; bly !-¾ii layt;r,: .,i ctiori; of Typicalsoil of t' ...... ~~~~~~~{.IJuatZl iolg ltf I-gadio(riX)isiric;ts Table 3-3 'rate fortesting: 8,1998 District Seclion I Typical Layer I1' Water Total salt CL- S042 INo. Note name position Soil sort ( ciml) _ value (%) ( % ) (mg/kg) (mg/kg) (25 III 8 66 5.92 (.051 3.372 201.31 The data 'are offered Bla iqiao, -- ______- _ __ _ _ 25-t() 112 8.84 3.62 0.048 24.23 150.98 by the Loess Plateau Ranzhuaitg, Redloalii _ _ __ -_ _ _ n(n 10 113 8.86 5.90 (.051 24.58 206.90 Agricultural test Xing!pilig , _,. __,,. M/51(1 1B4 8 83 5.82 0.051 43.49 134.21 center of the 0-25 115 8.68 548 0.047 10.31 251.64 Agriculturalinstitute Saizi, ______25-S5 116 8 /9 5.00) 0.046 16.60 190.13 of Shaanxi Province, lBaojixia 1liigxill, Red loiam _ - - - ______50 /0 117 X80 4 18 0.()16 21.12 / and the soil sampling Xingp)ill __ ---,----,_ . _ __ _ _ X/5 ltO 118 .8.- .t 42 0.04 / 3T/.1() / are done by the work )25 119 8. /8 i.82 0.042 7/72t / stationof soil fertility Nanhai, , . ... . ,A;) li i () il 11', , h. 0.04/ 14)0 / of Shaanxiprovince. Naiiwo:l, i Red lo --.. ./. tl) hAl /',2. i to 0 (/0 13.'i5 1 .55 twOL i, i 2 iO 4_ .I0. 0_ __/ 38 Salt Contents by Soil layers of Sections of'l'ypical soil of Giianzhong frrigation Districts Table 3-3 ___ Date for testin: 8,1998 Disttict Section 'typical Layer I'l Water Total salt CL_- S042- No. Note name position Soil sort (cm) valtie (%) _(%) (nmg/kg) (mg/kg) 0-25 JIIQ1 9.34 3.30 (0.(37 4.79 / Xinshi, Rank 25-50 JTIQ2 9.48 2.88 0.047 19.53 / Xinshi, loam 50-70 JlIQ3 9.34 2.70 0.061 20.41 / Lintong __ 75-100 Jl1Q4 9.12 4.55 0.07/ 79.0() 61.51 0-25 J11Q5 9.28 6.18 0.056 62.76 / 25 50 JIJQ6 9.12 5.22 0.095 121.59 89.47 Jinghuiqu Sanqu, Silt soil _ . ______.. 50-70 JlIQ7 9.22 3.32 0.092 165.56 33.55 Jingyang _ _ - 75100 JJlIQ8 9.21 4.08 0.86 108.28 78.29 0 25__ i Q9 9.22 6.65 0 05? 16.69 201.31 Guanmiso, - 25 50 JllQl1 9.01' 4.85 0.lI0) 94.52 469.73 Qiaodi, Sill soil _ _- . _ . ' 70 .111 1I I90 s5.9 (A, I1.77 464.14 Jingyang . 5 I (1 M9P) ? !0f 6;-' (1 11 I 4)V)J 16,.73 .~~~~~~~~~~~~~~~~~~~~~~~~ Lalt (uj*dtnt by ;,oil laycrs (1 Sectiohs of Tfypicalsoil of 6awffiv1oIg it- igi tioht i(istiricts Trable3-3 Date for testing: 8,1998 D)istrict Section __ypical L_yer N. I' Waler Total salt Cl- SO42- 8 namne position Soil sort ( cm ) value ( % ) ( % ) (mg/kg) (mg/kg) Note 0 25 JKI 8.30 3.38 0.586 331.74 4529.52 (iujia, - ______25-50 JK2 8.42 5.15 0.523 300.29 3836.11 (iuslii, (irey sOil _ _ _ __ 5O-70 JK3 8.91 6.40 0.421 632.34 2057.86 Wejiian ______-___ _I10( JK4 9)65 6.58 0.545 824.04 3047.64 O( 25 .JK5 8.70 4.98 0.595 1029.06 3405.53 Niujia, _-__ _ _ 25-50 JK6 9.18 5.00 0.471 918.12 2069.04 Jiaokou (ijushii, (;rcysoil ______- __ ___- iW 10 JK7 9.51 5.12 0.423 901/47 1509.84 I' I () JK8 9 52 5.68 0.411 933.65 1291.75 i 25 JK9 d.98 640 0.031 6.430 33.55 (i uj a, _ .__... ___. .... _._ '~ ,0 ikI() 929 4 65S G 03 1 S .45A 139.80 ( Si I i (iIy o i I W,i iI;dlx / Jl}K I I :'!2 4,02 03041 6.209 285.19 Wc__ina I' i ! 1 1.i 0"-~116 'i 70 Salt ('oncnlts by Soil I9yietsof Sections of ITypicalsoil of (G r'who"np,Irripation Districts Table 3-3 - Tate for testing: 8,1998 District Section Iypical Layer Pll Water Iolal salt CT,- S(42- No. Note name position Soil sort (cm ) value (%) (%) (mg/kg) (mg/kg) 0-25 l IQI 8.92 2.65 0.047 34.37 206.90 . AoUjia, 25-50 [L1IQ2 9.14 4.0() 0.(51 13.31 346.70 Xuzhuang, Red soil ______50-70 LIQ193 8.97 2.62 0.071 22.75 391.44 D)ali __ _ _ . 15-10 L0[114 9.01 3.05 0.115 69.19 531.24 0-25 lI JQ5 8.34 2.50 0.298 143.56 2164.10 Farmland, 25-50 1,11Q6 8.62 3.70 0.5(9 823.16 2533.18 Luohuiqu, Red soil _. .. Dali 500-70 Ll IQ1 8.86 3.52 1,439 'B09).39 5312.40 75-100 1,1108 8.87 5.98 1.303 36021.00 2991.72 0O2' 1IQKP 8.65 4.12 0.316I 1973 1342.08 Shuangyi, _ _ _ . . 25 50 _ JI'iQIo 8.98 4.28 0.239 f71.97 1084.85 Shuangquan, Red soil __ _ 5'0 70 IJIQI I p/Q 0.2X6 A.S'1 IF 43 11O1.11) I)ali . . __ _ _ Z.~~~~1 10(l 1 I,1f 1 ' .8/ 7.f 0}3 t". ( 16f! 12?91.7'5 _ _. :p Slkaaiii lPruviio.e lIuisiig (C.nter ot Agricuiuiriil liihStiiL&L Rpori lable ofAnalysis of Sampk Analysis Statiion Agricultural Products Page l-l Sam Ic sender: Soil & Fertiliiy Deplitnlenitot Shaaiixi lProviiice No. & layer Results ol analysis o Water Iotal Nitric I otal Chilorine Sulfate Base Rapidly Rapidly Organic Nilrogea nitrogen salt ion radical catalysis effective etfective Sort Pll No. N itrogen Phosphorous Kalium mg/kg % ( cm ) ______v_ . %__ Mg/kg taig/kg mg/kg mg/kg mg/kg 3 71 _ 0151 3.372 201.31 44.16 24.6 153.7 1.12 _ 1 0-25 Soil 8.66 5.92 0.0849 24.23 150.98 82 25-50 soil 8.84 3.62 0.0473 3.32 0.048 206.90 ___ Q3 50-75- Soil 8.86_ 5.90 0.0445_ 2.94 0-051 24.58 _ B4 75-100 Soil 8.83 5,82 0.0410 3.55 0 01 43.49 134.21 45.82 8.02 116.5 1.03 B5 0 525 Soil 8.68 5.48 0.0716 7.04 0-047 10.31 251.64 836 25-50 Soil 8.79 5.0( 0.0814 4.59 0.046 16.60 190.13 / B7 50-75 Soil 8.80 4.18 (0.0316 4.23 0.046 21.12 37.10 / B8 75- I tiU Soil 8.82 _o 42 0.0556 4.12 0.047 _ 46.58 16.58 216.8 1.03 B9 0-25 Soil 8.78 3.82 0.0821 I 3.64 0 042 .721 1310 25-5(0 Soil 8.86 3.82 0.0529 10 36 0047 1.420. B11 i0-75 Soil 8.52 4 00 0 0452 35.31 0.(/0 33.55 33.55 71.27 223.68 B12 75-100 Soil 840 542 0 0558 33.68 ()096 27.11 3.92 76.4 0.65 JliQ I 0 -25 Soil 9.34 i W0 0.04152 4(01 (103/ 4 790 / JIIQ2 25-50 Soil 9.48 '.88 0 0325 2 9) 1)GT/ 19.53 / 2412. - - --- _ JHQ3 50-75 soil 9.34 2 10 0 0226 4 11 (n0 .i Sesting Center of Agrictliiral Instiltte ShaanxiProvince AnalvsisStation Agricitiiuai houdins ReportT'able of Analysisof Sample Page 1-2 Sample sender: Soil & Ferliliy Department of Shaanxi Province _ _ No. & layer _ Results of analysis ToMtd qample Rapidly Rapidly Rapidly Rapidly effective effective effective effective 'No. Sort Zinc manganese cooper boroni (cm ) mg/kg mg/kg mg/kg mg/kg BI 0-25 Soil 1.09 10.72 1.70 0.39 B2 25-50 soil ._____ B3 50-75 Soil . . ______B4 75-t00 Soil BS 0-25 Soil 0.66 19.28 3.34 (.95 B6 25-50 Soil ______B7 50-75 Soil BS 75-100 Soil__._ . . ___ B9 0-25 Soil 0.73 13.57 1t33 0.82 B10 25-50 Soil ______B I 50-75 Soil B12 75-100 Soil JlIQI 0-25 Soil (0.37 9.19 ITI 1 I' ___- JRQ2 25-50 Soil JI1Q3 50-75 _ soil. _ . 'AAixi vj;oifcc ReponTiable of Analysiso[ Sani'lc Sami.)k ndec. Soi &AIri ~ y"tici oj.4" tloiioce ______Page 2-1 No. & layer__ Results ol'asialysis ______Total Sample ~~~~Waler[Total Nitric rftoia Chlorine Sulfate Base Rapidly Rapidly Organic Total Sample ~~~~~~~~~~~~~~~Nitr-ogenniitrogeni salt ioni radical catalysis elThective effective No. Sotw PI'l Nitrogen Phiosphiorous KaIiumi _____(cm) - ~~~~~~~~~~~~~%Mg/kg mRg/kg mg/kg mg/kgi ntg/kg mg/kg ______31Q4 75-t(o Soil 9.12 4., 0.01261 3.33 0.0/1 79.80 61.51 JIIQS 0 -2_,5 sutil 9.28 6.18 O0(636 9.60 005WS6 62176 I41.66 8.88 82.8 0.84 ______JH-Q6 25-50 Soil 9.12 5 22 0.0417 16.74 0095 121.59 89.47 ___ ____-- - ______JIIQ7 50-75 - Soil 9.22 3.32 0.0304 8.14 0(392 165.56 33.55 ____JIIQ8 75-101) Soil 9.24 4 08 0.0290 4.14 0.086 108.28 78.29 JIIQ9 0-25 ~ Soil--9.22 6_0 0.0925 8 21 0.056- 16.690 201.31 27.11 21.95 184.0 1.18 JIIQIO 25-50 Soil 9.09 4.85 0.0487 8.40 0.102 94.52 469.73 ______ JIIQ II 5():75 sotil 9.06 ).98 0 0600 10.13 0 I ID 121.77 464.14 --- J11Q12 75-1101) Soil 90(8 0.2)2 0J044.) 10/76 0 II 13242 - 469/'3 JiKI 0-25 Soil 8.31 J.3e 0.0s09 I 93 (Oidt6 .J131.74 4_529.J2 28.18 14.88 172.0 0.26 ___ JK2 25-50 Soil e.4. -. 5 0. U2ii8 .9 3 t- _____JK3 50-/5 Sol 8.91 6.46 (I 3010 I 0.) .Ž I 632.34 205/J 86 - ____ K4 75-100 Soil 9.65 b) 5 0.W2b 3 iI9 - )i 824.04 304 / A JK5 0-25 Soli I ' 0 4 9j Is 7I 8/ :t+ l2)0 30.,S 3 i '. 16 18 12 270.6 (1.58 ____JK6 25-50) sutd 9418 tl (0fl J ShaanxiProvince lc5p2r)g CentcroffAAiialvs'iralofoStitple AnalysisStation Agrictililiral Products P.pr IiofAlyiofS pe Samplesender: Soil & Fertility D)epartineit of Shaanxi Province ______Page 2-2 No. & lakyer Retultsof anialysis Total Sample ~~~~~RapidlyRapidly Rtapidly Rp:,idly efTective effective effective efTeeiive No. Sort Zinlc manganese cooper boron ___ -__ (cm) __ _ mg/kg mig/kg mig/kg mvg/kg _ _ _ _ _ m1Q4 75-100 - Soil -______-- _ _ JIIQ5 0-25 Soil 0.82 8.42 1.27 1.50 J11Q6 25-50 Soil JIIQ7 50-75 Soil JlfQg 75-100 Soil___ Ji1Q9 0-25 Soil 0.88 10.99 1.83 2.36 JIIQIO 25-50 Soil____ ____JFIQ I 1 50-75 Soil ______ ______JIIQI12 75- 100 Soil ___ ______JKI 0-25 Soil 0.63 9.48 1.34 4.8() JK2 25-50 Soil JK3 50-75 Soil iK4 75-100 Soil -- .- ____JKS 0-25 Soil 0 l6.66 1.I.:T r6r 1K6 25-50 Soil- I tx hig ( cblcr ol Agii#zultur.il Itstlhirui ot 'S;iple Sh.caliji 'lovmioc:: ,Alhdy:acSoi Agiulmral Ptsdmc Reportl'labi of Ainlysis PaSe 3-l Saiiple sender: Soil & Icaly DJepar iienli ol Sliaalixi iiovinIce No. & li'yer Results of analysis Water lotal N itric 'I'otal Chlorine Sulfate Base Rapi4ly Rapidly Orszuf; Samiple Total effectivc .N.o.l)tal Soipl Nitrogen nitrogent salt ion radical catalysis effective No. Sout Pll Nitrogen Phosphorous Kalium Mg/kg mg/kg mg/kg mg/kg (cn) __% . __ -- Mg/kg . mg/kg . . JK7 50-75 Soil 9.51 5.12 0.0247 12.88 0.423 907.47 1509.84 . JK8 75-100 soil 9.52 5.68 0.0191 6.53 0.411 933.65 1291.75 16.38 80.8 0.64 .___. JK9 0-25 Soil 8.98 6.40 0.0417 6.16 0.031 6.430 33.55 29.16 JKIO 25-50 Soil 9.29 4.6 (0.0240 1.62 0.031 5.455 139.80 _ J KII 50-75 Soil 9.22 4.02 0.0177 1.62 0.041 6.209 285. 19 . ; JK12 75-100 Soil 9.27 2.10) (.0120 5.68 .05t9 28.16 346.70 100.7 0.65 LHQQI 0-25 Soil 8.92 2.65 0.0388 5.70 0.0417 34.37 206.90 23.48 14.00 . ULQ2 25-50 Soil 9.14 4.00 0.0381 5.24 (.(051 13.310 346.70 LIIQ3 50-75 Soil 8.97 2.62 0.0396 10.20 0.071 22.75 391.44 ___ LHQ4 75-1O0 Soil 9.01 J.0) 0.0360 . 10.12) (A.1Is 69.19 531.24 11.55 153.2 0.67 LilQS 0-25 Soil 8.34 2.50 0.0487 4.07 0.2 98 143.56 2164.10 31.81 Ll-fQ6 25-50 Soil 8.62 J370l 0.0304 26.53 (i.5'9 823.16 2513.18 LI-Q7 50-75 Soil 8.86 3.52 00184 64.85 I IA0 4509.39 5312.40 ., LHIQ8 75-100 Soil 8.87 5.98 0.1162 2 1.68 I 1l 362 1.0) 299 1.72 1 3.12 08 41 12 :27.2 193.6 1.08 __ 0-25 soil _ 8.65 41 0 0692 -12 8) l0 3ii [ 379./3 LIHQ9 _ _ _ _. ______g ~ ~ ~ Q 0-2 soil 8.65 . _. Sh Ptiilrovinice Tlsivl Cen1vt'ofrAgrivioltimil lmtilitc eotTeeo ayi fSiil Shaanxi ~Analysis Stal ion A gricnitntuaPidits l pr al fArayi fSml Samplesender: Soil & 1ertility Depa ertme.of ShaanxiProvince Page3-2 No. & layerRsutofalyi Total sample ~~~~~~RapidlyRapidly Rapidly Rapidilv effective effective efTectivre effective No. Sort Zinc manganese Cooper boiron ______(~cm) t___g/kg mg/kg mig/kg mng/kg____ ___JK7 50-75 Soil ______)Kg 75-100 Soil JK9 0-25 Soil 0.52 - 7.23; 1.28 _ 0.20 -- - JKO10 25-50 Soil ___JK I 1 50-75 Soil______ _ JK12 75-100O Soi-l-- ...... LIIQI 0-25 Soil 0.36 7.62 1.26 t)22 _____ I1Q2 25-50 - Soil -______1l1Q3- 50-75 - Soil ------ - L1IQ4 75-100 Soil IAIQ5 0-25 Soil 0.48 6.88 L.19 I 2 LII1Q6 25-50 Soil LIfQ7 _50-75 Soil I,jIQH 15-100 Soil-- L.11Q9 0-25 Soil 085 11-4 8 I -Aliq~ (C(tAL t AAgr.ckiilil4;di lAtbtI{lvk :Rpo&IT'atl of A~ualysisul Salmple: ShaalixlA~~ly~i A.ialysis'giuA~~ SalittonSiiovuoi: igli-culwrlal Fl'rde.troduc:s Page 4-1 Samp sender: Soil & Ierlility D) aillenltof Shlaaiixil'ovinice- No.& layer Resultsof analysis Organic .ota . _Wul .. ;ITotal Nitfric 'Iotul Chlorine Sult;ie Base Rapidly Rapidly eflectivc eflective Total Sal-aple: N itrogeni niurogeii sall ion radical catalysis. SorL P11 No. Nitrogeni Phosphoious Kalium mg/kg mg/kg mg/kg mg/kg mg/kg % ( cml) ___ _ _ . . % _ Mg/kg % LHQ10 25-50 Soil 8.98 4 28 0.0466 8.86 0.239 374.97 1084.85 LHQ1I 50-75 soil 8.79 4.5) 0.036- 6.92 0.286 438.43 1191.10( .. LHQ12 75-100 Soil 8.87 7-40 u.0275 9.28 0.332 610.16 1291.75 __ - . -- - . . ------. - - - . - - - _ _ _ _ - - ______- - - _ _ - _ __- . - -______._ -- -- . _ - - _. lesling Centerof Agriciiloiral lw.ihtOte ShaanxiProvinice AnalysisStation Agricult a; Products Report l able ol Analysisof Sample 4 e 4-2 Samplesender: Soil & FertilityDepartment of Shaanxi Province Pa No. & layer Rcsultsof analysis .otal Sample Rapidly Rapidly Rapidly P apidfly Tolal Sample effective effective effective effective No. Sort Zinc manganese cooper boron (cm) mg/kg mg/kg mg/kg mg/kg .__ . ______.i LHQIO25-S0 Soil . , LIIQI 150-75 Soil . _ =___= LHQ01275-100 Soil __.. ______; LIIQ_7 0 Sol ______._ __ _ .__.____._ _.______. ______~~~~~~~~~is Polling Table of Soil Sampies Table 3-4 I ~~~~Samplingf iSarr-rle. Dat O^ nf District Disc. !Samrplingposition amplin T Fror I sende- Sea-ng ! - S 9- ______, ( c m) _ _ _ _ _ i _ _ Banqiao.k-.zL-iuang 0 !BIi 3 | Xingping _ -2 5_|__ j3 j ,Banqiac.Ranzhuang. B2 Ban .ra a25-50 Xingping ______5_ | Xingvin______Banqiao.kanzhuang. B, 54 Xi gnin | 75-100 Xinsaizi.Xinmgping 1 -25 36 Xinsaiz.XinrngpingBE I 25-50 Zirit}Y. a4. Baojixia _2e.uiv XinsaizLXinmgping 5G-75 ! AKUznEg BEt j XinsaizLXinmgping 75-100 I Nanhannanwei. | f ' ! ~Xingpmg G- 'i NanhamLnanwc;. 31;; j° Xingping 25-S F 12 | Nannan.nanwe: ______Xinging 50-75 ! Nannan.nanWei, - ______2_ _ f Xingping 75-1 *'F | XinshLXinshc.* J1Qik ! , Linton2 If -25 i XinshLXirhi,l I iJt{Q F Lintong I 25~~~-5025 jHQ3Xinshi.Xinshi. ~~~~~50-75 JHQ3 Xinshi-Xinshi. 75-100 JHQSl Wla.jsSanquJingyangitn . ()-2S . Jingbuiqu Baijia,Snqu 50-75 1 Jin&uiqu JHQ7Q8Jingyang Jingyw_g_ 50-75 Duni . 2 uy Xa JHQ8 B~aijis.Sanqu 75-100. l JHQ9 Guannuao.Qiaodi, 0-25 JHQIO Guanmiao,Qiaodi 25-50 JinRyng Guanmiao,Qi6oti JHQ10J inRyang25S JHQ11 GauiaomQaoi 50-75 GuanmiaoQia 75-100 _JHQ12 Jinng 75-100 2.2 Leaching test Jiaokou irrigation district is selected to proceed the underground water, soil leaching and specific test of soil monitoring. Illustration of the underground water, soil monitoring anr e2:A zest for Jiaokou district. 2.2.1 Underground water and soil monitoring (a) Sampling position. See the graph of sampiing position, sam-ie No.' and No.2 are in the district irrigated by the water rom Wein, nd sampie No.3 is in the district irrigated by the clean water. An)alvysis method. Water samples are collected under the monitoring sandard, Thxe-a:.^ site and +CoKback to the lab to be analyzed. The soil saiep l-z- _ee- ai- dried after :Ook back to the lab, and after i 00 davy *Ki :zSes haee. teszed.-Te -2"iI dose ar Cr" is tested on the condition-at szil/a;er = 1/ID, leaec:.ng, and cieaning solution to be Qestedand -_nve-se_ .- g/ , See :.:e ar.a:iws~.sr esults inr.ze -foilowingtable. .~.7 S.i leacHing test a) The sampLingposition is at Gushi experimentai stat:onr acKcu . 7. ,b) a: il g M.ethod.A PVC cylinder was made - advan.ee _sheed *10;soil ' :y 'm d:ee no destroyingdith the soil str ctu.e, ^e e- sea: _:' samlng3a_l ol -wat.er : be done as i'e :--el w-g a_ -,ez generas vie%w. Weine ; t i ~UDO Iml a middle lower abridged generai view of leaching test (c) leaching method. The device is showed in the above view. Holes are drilled, whose diameters are 2 cm, by every 33 cm in the cylinder, and Polling Table of Soil Samples Table 3-4 V ~~~~~~Samplingi District Sample Date of Sample No. S;ampling position depth From sender Sending 'Consignee ______~~~(cm)__ Gujia,Gushi.Wcinan 0-25 . 1(2 GujiaGushi,Weinan 25-50 3j3 | GujiaGushiWeinan 50-75 i K4 j Gujia.Gushi.Weinan 75-100 WNJK5 iujiaGushi.Weinan I 0-25 JK6 NiujiaGushi.Weinan 1 25-50 Xiuieng ii JiaOK3U , I I 2R-.-y _ 7 ! Niujia.Gushi.Weinan 1 50-75 iang I! 'ac .-KS N iujiaGusni.weinan 75-100 2K9 1 Gujia.Gushi.Weinan 0-25 i ;K: 0 ' GujiaGushi.Weinan 25-50 IKi I Jujia.Gusn.Weinan 50-75 | 1K12! Gujia.Gushi.Weinan 75-100 I _--Q 1 Gujia.Xuzhuang.DaiH 02 | SQ2T 5 GujiaXuzhunD 25-50. LHQ_;i &Gujia.XuzhuangDafi 25075 1 I LQ4 Gujia.Xuzhuang,DaIi 75-100 I F T HQ5 Familand.DaIi 0-25 I _LH'Q6 FamiandDali 25-50 Shuisneng Yfang. I Luohuiqu 29,;uiy l LHQ74 FtnnisniDsi 50-75 .Chc Xiao LHQ8 FarmlandDaii 75-100 LHQ9 YicunShuangquan.Dafi 0-25 LHQIO Yicun.Shuangquan,DaIi 25-50 LHQl1 1h J 50-75 LHQ12 YIcunShufWuMunDaIi 1 754O00 The Monitoring Central Station of Enviromnent Protection of Shaanxi Province Analysis Report ShaanxiinsttMe of oesign | Sample name underground water Sample sender andsurvey ofhyaro-electrc ______engineenng Sample source Self-sampling Sample quantity 3 Sample enclosing Plastic glass bottle Sampling date August:. ;998 Sample No. See position graph | Receive date I August 1. i998 I______i _Rc l i ; Check purpose Water quality Check date August 3, :998 _ ~~~subDject|i content*nitsubject Cu Zn Pb Cd Hg Cr6- As [samrnie No. Mg/I Mg/l Mgil Mg/I Mg/I Mg/I I Mg/I YO.0006 YO.004 0.013 1.33'10-' v6.0*!O" 0.027 Y0.C104 ==7~~~~~~ I.XfYL-= t nD 2 0.0167 YO.004 0.136 I.15*I0-2I Y6.0*!0-5 0.005 YO.CC4 3 I YO.0006 YO.004 0.046 4.69*1O Y6.0 1I0! 0.166 YO.004 ~~ i t 1 7 | |~~~~~1 I iHardness Subject CODMn c1 CaCO, F- PF SOCD.; ArCH Unit Mg(l, iMg/li Mg/l Mgy j Mgyl Mg,i i I ~ ~ ~~Ii iI 1.78 501.62 |14.71 1.2 8.10 194.902 YO.001 - #> I 3.35 2064.96 2197.20 1.1 7.47 144.i O.O.3I 3 2.88 923.12 1588.09 0.4 7.31 194.501 YO.OOI f -1 I ' -~ I I ______1_ _ ------i1 water guide slots like"I " are inserted. Leaching using water from Weihe is to be proceeded ( keeping the depth of the upper water layer 2 cm ) .The upper leaching was started at 10:20 on July 31 rn 1998 . Dripping started from the upper hole at 5:00 on August 1 in 1998 , from the middle hole at 7:40, and from the lower hole at 9:10 . Drip bottles with the capacity of 800 ml were placed to collect the water from each :ci-cl. ''n August 3 in 1998, there had been water of 600 ml in the upper bcotle at 9K:'5, in the middle bottle at 16:40, and in the lower bottle at 17:3_. So the Dripping speed is different. The leaching test used water of 7000Om1 .T-he ;ripp ing speed at each hole were calculated as O. 17mi/min , t:e ^._ mn/minat the middle, and 0. 17 ml/min at the lower. Th-eweight of the soii used in the leachi..g test s 35.5 kg T-e W~'i;:e ratio is 9.4%. (d) Test results. See the test results in the following table. (e) Review. O)All tme contents of six of eight 'kind of os, exze - '-- an&Ki, ;n th,ewater from;WAeihe u~se .. the test are lower : e :sirAg, om the uner, -iddieand ower hoies. ;',he density of zhe six ions (except K- and C-'.: water increased from the upper to the lower holes, especiaily -te diens-tyoi ai; Lheeight ions in the creep water obviousiy increased at >-helcwer cie. .t means the salt in the irrigation water infiltrate to lower layers v. soii. .. a. ._..r- Jt-_ex.=a The Monitoring Central Station of Environment Protection of Shaanxi Prcvince Analysis Report Shaanxiinsitute ., -es;gr Sampie name Soilfrom Jiaokou Sample sender and survey iT ilycrn-eiectr-.c I______erig;neenng Sample source Self-sampling Sample quantity Sample enciosing P!astic bags Sampling date Augus. I. :58 ! DeSam. Nc. See pos'tion. graar Receve ^a.e A.g-_s- checiK nurnose Pollutioninvestigation Check date Augus: 5. :^. suojec: , cu Zn ? d Ig A !.. 0 p.ter.t ' tL_ ' sa~pinosiior.Mgiliit-s i ?_U 4 1M>g/!! 7:~21.3-6. '.-g" Mg'!! .Mtg/.J 1 M/ a / S~~~ - 2G--rju cm 23.3 60.0 -30.7 0.39 0.021 7235 3.0 , 22.8 55.1 6.i 0.20 0.007 -.27 ; nvI 23--0^m 23.0 65.5 .23 0.ZoO.Oi4 2..1' -27.4 71 i 0.5 0 0.019 3.- _,__? cm 24.8 5. ; . C.20 0.028 - I I I ! * | I | ' ',* i .1 ii I_ __ __ The MonitoringiCentral Station of Environment Protection of Shaanxi Province Analysis Report Shaanxiinstitute of aesign Sample name underground water Sample sender andsurvey of hydro-electric Sample source Self-sampling Sample quantity 3 Sample enclosing Plastic glass bottle Sampling date August 1, 1998 Sample No. Receive date August I, 1998 Check purpose Water quality Check date August 3. 1998 _ ~~~~~subjectTiotal nit | solubleyos| LAs| [I! | CN-13-N|N7 iontent si - sampleNo MWI Mg/l MgMgAI4gl Ma j Myl 9814.0 YO.025 YO.002 ! 0.024 6.251 YO.002 2 t2640.0| 0.207 YO.002 0.056 ', .625 i 0.027 311 4000.0 0.029 YO.002 1.263 V.0.376 YO.002 Tomal Coli- | Subject bacteria group _ _ _ | ._ _ Number! Number/ Unit ml ml I 47 2380 .___ 2 20 960 1 3 10 230 1I ! ______1_ The Monitoring Central Station of Environment Protection of Shaanxi Province Analysis Report Shaanxi instizuteos cesig; I ~~~~~~~~~Seepwaterof Sample name leachingtest SamDlesender anc su:vey ofhycro-eeec Sample. , e,ngineerng Seep water of Sample source leachingtest Sample quantity Sample enclosing Plastic bottle SamDlingdate August 4. 998 Jamnie No. UDper. middle.iower Receive date iAugut s- ,98 Check purpose j Check date i Augus :.:9R subject Ki Na a' i g- zoI. ,nt j sa-:rme :o>. Mg!I Mg!l Mg/I Mg/l g!i '/gK - > upper 2.72 85.8 38.15 DO.9O0 :-.7 5 nmiddle go.80 ,02.0 156.96 1 4.91 3-. lower 2.5 314.0 1238.44 619.82 128.8 :85.6 Water -fom Weihe 3.43 72.7 100.10 i28.:3 I:. 35. Unit IM/I MgI I ! UTpper j130.26 _ _ _ _ _ j105.64i I _ _ _ I_ _ Middle 155.64 146.1 Lower 560.82 194.9 Water from Weihe 90.40 138.8 0~~~~~ Sampling Position of Ground Water, Soil and Leaching Test in Jiaokou Irrigation Area Ai _ l < 'QL + f | \ o r / ~~~~~~~~~~~~~~~~~~~syrnbols X/ -countv border 0 managedeparmene main channei o town 0 manaestation- branchcanai _ floodprotecion dike - W< dpupingstaion 2\ / s A\ i ! / ~~~~~~~~~~~~~~It _Mgh.way _-#0 __# *sampiingAg position r^sf wR WS A f {> ~~~~~~~~~~~~~~~~~~~~~river Appendix IV Investigation of Fertilitv and Pesticide Usin2 Condition in Guanzhong Irrigation Districts 1. Investigationof fertility using According to the data from the soil & fertilitv station and planting & protectionstation of Shaanxi provincial bitreau Of aLricitltiire and livestock hushandry, the applicationrates of fertilitv are listed in the following tables. Applicatioln Rates ol Main Chemical [eFrtiliier t-1sedIlor Main Crops in Main (GUanzhongIrrigatiol I)istricts in 1996 Table4-1 Specific Applicauion raoesof (hemiical ficrtilimcr( kg/ba ( net) I)islricl Yicld Nilrogen rti Iri cr PIhosphorotlsfcrl ilizcr Polashfertilizer or crop Total- namel or coH ll ._ 1igh .. _ Polassium _ District ainoutit sulbtotal tirca ailmonia odlier subtolI calciumig sublotal oilier (kg/Aia) coniconlralc chlotide Wlical 4 161 363 2 14-5 154.I1 10.7 49.4 148.5 1485.5_.___ _ - Corn 5319 235.5 208.5 1511I 10.6 47.X 27 27 I .uohuiqtiu D)ali ._._.._._.._._ Friuit 8059.5 13,( 5 663 .1774 33.8 158 '191 3.5 493.5 144 144 Colton . 1114.5 325.5 20)7 14) I(A4 4T76 118.5 118_._ __ _ Buoji WhcatA 446125 2-11 121.5 121'5 79.5 79.5 COUIIt (COu1 45017.5 252 222 222 31) 3(0 :cnlgjiachan, Wical 48525 25(1J8 135.3 26 5 1107 1 8 115 5 1147 II.X FuFciig Corin 6684 256.7 238.7 4689 18I88 3.1 18 17.9). 4I.. Fr_it 7057.5 431 5 10(7:5 6(0.3 241.2 4 123 1221 ('). Wheat 4780.5 4(05 282 137 1 1 13 I 9) 123 I18 5 Qidi ---- Bniojixia Corn_ 5677.5 382.5 262.5 127(6 11 IX 1.? I( 115.1 4o. Friti . 768 478.5 23 6. 212.6 3.3 29 5 7 76 1t, Application Ratesof ChemnicalFertilizer In ('Itianzhong Irripation D)istricts iii 1996 Table4-2 Arca of district klba)-Applic ationtale(s oC(Thcmicil f6-rliz,,.r ( kgfha ) ( ct District N iryogecuilb,ifiIizcr Phliosplmrow.s1erliii her Polash fertilizer 1-cutlihiI Fff'cctiic Totial name 1 uigh Potagsiunii area area1 anongot ohi al oit,e :111111toi.i otlher slt~ibou a CaIcinim slithota l ollier coilccillrate clhloridc hI(lquipo 21.22 15.67 633.8 365.7 173.3 151.3 41.1 198.3 81 1 117.2 69.8 43.8 26 Shitionlic 24.67 14.07 663.2 39f) 72.2 262 55.8 215.3 8760 127.7 57.9 36.4 21.5 1ItAolUiiqU 49.55 49.31 6501 370.1 252 30j4 87.7 237.3 3137 20)36( 42.6 35.8 6.8 Iiinghuiqui R9.36 83.99 61)3 355.9 171.4 147.3 37.2 2111.4 RN?1. 117.7 45.7 28.1 17.6 Shibucltan 20.67 12.53 547.2 29)8.6 153.6 71.1 70A1 227 613 1(A 21.6 12.2 9.4 y8opmn(flian 21. 69 15.96 4899, 308 15(1I 13(1.( 27 162.6 I Ox 54.o 193 12.4 6.9 Fenimb"nhn 90.90 67.85 559.1 353.9 79 239).8 35.1 1897 1 889 22.3 14.1 8.2 jjnokou ~7.9.2 75.21) 574.6 356.9 175.8 128.3 5289 190.7 71.5 125,2 21 16.1 4.9 Iiaojixla 1941.81 198832 671.3 371.3 1417 191 7 32.6 257.2 197 1 59)8 42.6 27.7 14.9 A\ q )I iclU,i i i(ttcs)l (oI' t cih icaIl Feritilize. itl Luch (CountIy In ( i (idAILl(ilog 11,ig;I al ll I )ishlcis ill I 1)990 Table 4-3 ( I n ucl A.u;a of lsha,its ( k31.a3 t\ppau.aii . Cxol ( I ms cal IlilajtLr'L I Lgka ) krtih,cr Polash rerlulizcr 4 Disirict 1ag lspIt)SLi i cr . higl, I~olissiurul IlU'il)C sublolal oIlicr I)sii i.- illdl d fLd. tubilolill t It--a.; lhlloai.l ) s(s iol calcailuil tSt'ilt;lbll;Ilt'c11108 iEc 80.2 513.3 29.') yaoxiall 19 - 4) i I("). 2 175.0 i152.7 41 5 2o?.7 I137.9 15411 ______.. __ ___._.______;Ia(kjupoK _ _ ._ ___ - 4(3.8 24.2 I:11pinsiltg 1Ii it) II 14 .G. 161. 1 72 5 I 5( o -4(3.90 168 7 (8#8 99.9 (iO _ 655 41.1 24_4 _ ___ _ 0525Ž_l I 1 -1 1._ 72.1l 271 1 5s.5K 215.1 875 127,6 I 2033 12.8 7.5 .4 H 2)1, 3 ;-1.7 /3.4 21 5.0 .16.3 211 4 X883 128 - b6.7 . i . . i9.9 283 2 - 201.1 93.1 253 8 .3 !I4t 4 . 54 7 483 9 17') 8 34)..2 134 6 8 IAlo3lulli I'LIcIicIIg 12 2 .1213. I 9-1I -4Is.1 17 9 2o137 2') 217 . i9.9 357.4I .. I 513 6 1 ______('I,I,,IIL.CIJII 31 29/ / 179 4 58 9.49) 28 3 19.5 Jilig? ;alg 32 894 Xu ;-4) 2 Iu9. 5 1-47.1 321 175 1 78 8 96.3 47 8 376 .( 17 1- I.1-5 313 7 icd14 47.1 2I.') 1(8 X 31-9.3 1 72 3 454-1 26.9 I 113X I:H') 7-1 1513'-)-I 56 4 35 4 21i3 Jii,glsi.ls(ii _s__ 3 £,1) .3I3 ) 13 .1 3-39 1-122 lu 3 i 3 1 is i 1O IlI/ 8X9 X i_ I 8X8 I I'S 710 X 187') 13 4 8X4 5(_ - _ 9( .I 3-. I 1033. 33.1is8 l1o H (. 7o.7 >2413.4 t'l -1 173(I 35 3 21 5 13.8 Sihilauull _ li3aisiiui 8 6i0 5 . i 2')') I9IX8X 91 7 8) I 6 _ __ o cI,,clugl,*_ I32: 1,. / 7 20 2977 179 9 Y 2 1 f I 157 -4 II . . 3 A pplicaitionRaiits o ('ChemicaiI FI i i,rzrt of cachicotiniy in (hlalzhllgIrrigal loll D istricts, In 1996 TnIic 4-3 (2 Arenof (1IkItricts( Kima I Aplcti ae r(letcll.riie ~Ia)( ncl District ~~~~~~~~~~~Nilrtttv(flCIIIci1,i/cr IPliosphoiw 16kt iTiicl I'tash fctldizcr Or Ferltilit. I1f-lkie ianlicIIidPtsiu District area ai,ca mboI1ll a iiit (' muimi W ( illicr mibhtoWat c a l('itim si;t'tot a othcer cnniccllt, alc chloridc Yongshlon 0.0389 01053 ~nngmrnnlVn Wgong Q0.t3 01.127 386.3 101.2 2-;1I) 311.1 1531.8 3 .13 I IX I It. t 7.8 2.3 ______QianNian 21.5.5 IS 88 3081) 151)I 131)') 27.0) 162.6 111o 5I4.6 I1)3 12.4 6.9 Ilaoji cotllvh 18.91 352.5 102.7 V.9.7 241.1 176-5 71 8 11)1 7 1I 8 8.9 1.9 12.61 367A1 8 1.1 2 IS 9) 3 75 2177 (2 6 129 I 169 I I.8 5.1 QiShtan 29.87 334.7 73 '4 15 '463 Fectlalgiiman rurcng 2k.14 369.2 90 2728 27A' 136,0 1184.1 17.0 34 6 201.1 14.5 Qiann\inn 0.29 31)8.1 1511.1 I 30)9 27 0 162 6 11809 5416 193 12.4 6.') Yongsbloul 0.63 - Mcixian- 015 1~~~~0).1 72.1) 271 I 58 5 2151I 7.5 1270 69 5 4 11 24.4 Lintonig 7.115 6.92 III1 If 685 13)111 1 39 9 1713 S9896 F4. I 188 1I1.8 7.0 YmnIian~ 6.51 6.11 313 1 61 2)8 l it 16 fl 2586 70 0 1797 1 I 84 5.0 I.in~~ci 49,36 1620m 61(,I6 1683 ItS' ) .5o.1 1886 7(p2 09-I 156 11.5 2 1 Pulclicuig 81.86I76.!781.86 76,97 1,71122011 f7 7i~I., r N 1) 1712 1.1. 689 Ap\phcIaxtoilORalk- of ('C ical ical F Ci t 16 c IabL I-A ~~~~~~~~~~~~~~~~~~~~~~~~3j~II zt /\IC ttl'd Ici ICI 1,1ilI Appiwlfolol I tc:, ol &'I,.hIlLj Ic AlII,u1.L,IAA ) ( ul Dist,ict ~I, ~Nit,.ICI ii ClI,IillLc!- !'Io)plluro lis la,c,liel turalikeei,ir ____ 1)IC Isli dll'LA i kII :,butLilal LIlil 44 111101iioi ..4IhCI sublltOal ,.;afcium suibioialotc cwiicculiIiaL chaIoritic 3'utpiing -J9/ I */o lukI 3172 5 I 5k)1) -II 10 ION87 to8.8 __ 99th 65 0 40 8 24.2 Dlali 75 . 28 i9l) 9 -)HI2 2o,7 931 25i38 374 ?1o 4 54 7 484) 6.7 Ba(oj'UI hiii A14 j s1 .02 ) 11)2.I ?i. 7 24 I 176" 718 10)4.7 10,8 8.9 1.9 Qi~~3iaai 0~V3' 19 31i .7 73 4 2150I 4uo 216(P4 883 128.1 20.3 12.8 7.5 21)9 I 9/ *loi.I-101 /12u 211A4 ~8 . 2Li I ~ 7.5 127.6 65 5 41.1 _ 24.4 3/I Il.1). W9) 27.28 27.4 13(0 I18- I7O 34.6 201.1 14. huilia Ii 21 II 23 Wuguaa...~ 28 17 2/ 11 ;84u.A i1l) 2 25VO1 i-3 3 153.8 3.35-1 184 WIII _ 7.8 2.3 (1.087 0 0)! 3-472 I 70.9 153( 37. A I 83-5 98.4 Hi I 441.9 29.3 15.6 21. t 2o wIl 3080 li51.3 I I 459 27 0 I 02A I48 41) )546 19 3 12.4 0 9 Lu3u~~~u1 39.113 -37 w.i 3X2.3 200li9 I i-I lI)A -o402 -1 31)9 I(1)5 65.9 39.13 Xiaagpiaig .30.03 3i, ) Ii (A 1388h 1-I-l I A1.3- 229) I 047- -1 122,3 - 85 13.1 __ 7.4 Qidii 1289) 12 u8 -109 7 1 .6 -3 2o I 3 -it) ( 2u104 I92) h 13.4o 53 I) 46 7 6.3 WCICIICIIg I 9 187) 181I 31d34 12A.1 2(1/3 I131) 21)1I1) 1213 79)9 21') 1337 8.2. Jinigxuuaii i 87 J 8/ 1.43. 3091 1-3/o i. I. I '15 I 78 8 963 47.8 28.3 19..5 (ThoIiai~~~1)83 1)~8i M1I j I)1M1 100 -3 -17-3 251.9 C1128 H91-3 72 3 45.4 26.9 Application Witcs f Nl.Ii1('Iw1,lical E:crtlizer t swdIbor Main Crops in Mlain(c,unimhotio Irriglation D)istricls nI 199) Tablc 4-4 _Spccific -. AppiC3limwraies of ('lChIlical fel iiw,Cw( kr7lJI Ildc Co,i,itv Districl Yieldi Niingetl ilier iilalpiio(oiis rcr,wii;cr I'oiadi rcrtiii7cr . or crop Tnl;ll - ...... _.. - llMIC I liV0 Poitasiumn lDi)rict amioumn subtlotl in ci am mol 1a otlher siiblolat c'alnli6i, sIIl,otal otiher (kg1mi) coviccntiate chloride Whcat 44182 2793 192 99.5 6(.7 22.8X 2,5 1X2 64.3 4X8 4.8 ____ Corn 4554 132 132 68.4 47.( 15.7 h,101ioiuiiq Diii Cotton 1200 2(1t 213 1103 77 1 25.4 78 17.2 (__... Whcal 10172 217c5 157.5 34.5 121 2 60 46.,1 6 CaojinTlr 5175 246.6 243 53.2 1X.6 3.2 3 6 2., X. _ .._ Whelt 4672.5 259 s IR WI I 88R 2 11.7 795s 56 23'5 . Oidi' - 1. Baojicin ~~Corn 252 252 231 108 132 1 17) 3 8 A1pplicationIRates ot ClhciiulctIlFet tdihcr III ( unii .h'IIAig InI -Igationl I )sl in s in I990 Table4-5 Area*of diaiincitsLlIt 3pl c Ii; ill oCI('Iai ic.d Ijll i.'c11"r(I-g/ki ) net Di)strict Ni rie I call/r- Pli'hospli)_oroosIrrIi Ii.,cr Potuislicrfiliz.er Hiaitie I I ght Potassiumai .auuitsaa aaouw sad ,sl.hI ouata ~?aI urc sasbit iiaI c.,I~iii.&tsubtotal othe -coaIccillratce ch.loride Iiao~~gupt 21 22 I~ I ~ il I 2 214 log 1OS 7 7.1 94 5 74.7 19.8 2.7_2.7 24 07 I 4.td -19 3.12 4 I:ii08 176 2 15.4 10(6.1 67 59.1 10t.4 9.2 1.2 I.u~~~I~~w~~ju -1~~932 )94I-I )0) 7 8t, 94.1 21.6 84.2 29.6 46M0. 1.6 Jiaaigiiwta 83 93 -147.2 34i 141 149A lit 3 13.4 Ill 5 76 I 351.4 21.6 17.7 3.9 Shbldmluajsaa201.07 12 ~3 2taI -1 162 5 73.7 73-4 11.4 91.7 626 29.1 7.2 6.7 0.5 Yaslislatuant 21.70 I. 90 .35i 7 243, I1 3.t) I I' 4 Ill 99 272.2 27 11.9 8.7 3.2 VesiuAll 90.90 3 2o x 2.I7 8 1177 1213.8 0 3 /5 41 59.9 ISi5 3.o 3.6 Jiaokuu 79.82 71.20 406- ( 290 9 1.33I 141l 16o8 105.3 74.3 21 14.4 12.1 2.3 22.4 19.4 3 Iiao m\a 18760 181. 93 428 *I .91.5 1 50o I-l 3 I 2 114.5 82~I 32 4 Application Ralcs ol (' lQhicali 1 Fertilizer iin F achl('omilyt in (Giuanihong Irrigalaioi- I )istrictsin 1999 Tabic 4-6 I ) Area of (lict ict ( Outa Applicalioti rmics f Clt(f ical fiiilih,cr ( L'g/lmi ) ( ndI ('m mlll -______.. __ _ __ -, , .-.. D)iRIricd Nilroii 1e i Iidwc, PhsphloromIS I:irliltcr Polasi rcrtilizcr Or Ferlitiys EllicIi c _. ntiamc I Iit~Ili Potlqsill t D)iqtricl arca a' ca smblolal I rca Ammtii iia (lIher sqillfloll cakiimii soilbtolatl othcr .. m.cncrimat_ cliloridc Yaoxian 7.93 4.93 179.90 X7.2 X9)' 2.8 97.6 758 11X I I 1.1 / Ib j jno1pt _-__ .- _ _.-,. ,-,_._ . ., . . -. , 3 _ (1.40 ____ rFupinlg 13.29 10.74 229.6 1117.4 112.') . .3 97.9 74.2 23.7 3.s Mcixian 20.53 12.21 359.6 156.6 185.I 17.2 112.2 rR.1 4389 12.5 10.7 1.I Shit(itullc___,_.__._,,,...,.,,,.,.....__._._ Qishan 4.13 2.46 257.1 122.3 128.7 6.1 75.s 60 315s I X 1.8 / I)ali 31.XX 31.X8 207.2 X7.1 'J1 (6 28X5 Itl9 '8X 729) 13 1 10.7 2.4 1.m1mohiqmllmPiemlrig 12.27 12.27 191.6 83.9 98 8X3 8 9 3 326.6 21.7 I I I Chctlngcini' 0.17 0. 17 152.9 68 8 72 - 111 8 899) 594 30.1 4.6 4.2 0.4 Jingyang 32.X4 27.X1) 288.1 131.7 138 5 17.9 11117 5ss9) 45.R 25.2 197 5.5 3aolinlg 17.06 17 15 ;04.4 191.9 2l1)9 136 138.1 11) 32.8 35.1 26.9 8.3 Jiightiqtm Samu3n 15.60 15.60 326.9 1687 1.15 112.3 ill 9 8(O s 31 1 119 I .ll 1. _ _LUangtoml6 14.22 1.122 27 1.1131.6 15 1 1.1 96 3 71t11 23.3 13.t1 11.7 1.3 anliaig 9.16 9.16 2%5.9 II X7 12,1X I11l 111 331 2 3.2 I ShibuchnMn 13nisluti l 5.331 175.5 s Xl1 .. I I X08 917 wf)I) 27 8 1 4t . 11.1 .5 chengclicng 12.67 7 2f1 12.9 68.f 7.' 11 8 RI) ;') I 310I I.e. 4 2 11.4 Appfica0io I(tcs ol('CIiCini'CaFcrlil 1cr of each counlty III ( 14unzhionglIiuigaiioii D)istiIcis in 9'-0( 'Fable -4-6 2) Ar-ciiol dlisliricis( kIili )Apu.iii at 1(IcaicdliLI,c gh c ______C m l(\Lit -- . . - . -_ Distuict NMoigci IcitilAII ,~ HIlOSj)h4J1ULISk'iulilii.Cr PoIashIfcrlilie.cr O)*Iiili I'c c__ flaiaic I 3bIoLussiuaii I )i~~4~~i.( FaIu. W cl ubio,alI IICa animauIuia (Iilicr suibot4al calcita sbtll IIi coniccai.rale ..- chlori.,dec ______y'uLlgs.Ilot 4)0 8 o. 1). ______yaiiiiiuuow4aii Wuuig 4 443 U 4314) / 1.1 1 .2 I 8.'V.3 9 9 Il 1.5 96.3 25.2 8 I 6.7 1.4 Qiwixiaia Ž3 5)S. I)3 8 2 H 6 113(a 1 19A 1(4it 99.2 72.2 27.0 11.9 8.7 3.2 I4~uji&~ui', I H.91 0472 97.7 102.7 6 8 53 4 38.7 14.7 9.3 9.3 (3. I gxiig 12.61 211-i M86 10)37 9. 08. I 44 5 236 4.0 41 / QI.Shall 29.X7 257 I 122-3 128.7 o. 1 758 61003 15.5 1.8 1.8 I~~aI~i~~isIuuuiFtulciig 28. I-I 1844~~~~~2 1.1I2111.1 -19 91,9 79 5 124 I 6 1.6/ o 29 2-336o I 13,0 119.4 I136 99~2 72.2 271(I 11.9 8.7 2 Yoiigslioii (3.63 ML;o,~Ial 1 4i) 3'9 6 I56.0 185 8 172 112.2 08.4 43 8 1i.2 10.7 1.8 Lailag 7,05 6 92 Ž9I 1316 138 -I . 96,3 73.(1 23.3 13.43 11.7 1.3 X'du.glui 0651 6.-l1 125W) i18 7 3214I 13-1 11.14 HOI 3-43 3 2 3.2/ Jiaokou.------iAu~~~~ci~~-it,-3936 )ii Po1 I1 19)4 I i7 1 2(3(3 II i. I 8443O ilIl 16.2 16.2 3.5 Ptclncuig 8 I') 1.701 393.o 43 9) 98.8 8 9 53 3 .426( 2347/// Application Rates or h(.mica,,l Fe rtilizer oll I achi(.Counwty' in (1t anizh iogIrurigation I)istricts in 19% rablc 4-6n 3 ( Arca ofrdi',riceq (lil.IIa Applica;IiiiraIc,; ofChemicicald rcti ilh,er kt/lItaI ld Disirict ('oi'nI! - ______-piclil nc r l ia stloX vgl c Dirid ()r PcrtiIil P Tc6ie Nil,o"Col I'lili/cr Phosphlmotislcrtilizcr Polash crrilizcr linitte flit,~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ole DiqIricls olsllal arca tit-el arca ammloiia (O)Illir stiblotal calcinm ligellinfle ccliloride F.p.ng 4.91 . 4.70 229._ 17.1. .2 1.1 .9 9.3 7.9 7 23 7 3c5 3.1 Q.4 .______Dali 3.75 3.2X 207.2 7.1I 91.6 28.5 I/H)19 2X 11 72 7 13.1 10.7 2.4 toiicountv 3.46 3.3_ 207.2 7.7 11W2.7 6iX 53.4 IR,7 14.4 9) 9.0 .3 Q__s _ 19 0.19 257.1 122.3 128.7 6.1 75 (0 3 15.5 I 8 . 8. Mcixial 2.) 197 3 i9.6 156.6 185.8 17.2 112.2 68 4 413.x 12.5 l_.7 I 8 Fnrcng 17.53 17.24 _ 280.2 134,2 111.1 '1.9 91.9 79.5 124I 1.6 1.. Iiniiai 0.23 (1.231 Wugonig 28.37 27.43 371.4 176.2 1t5.3 t 9 121 5 (63 21.2 . .I 6.7 1.4 Yangling _f66f 7 66.2 _328.5 156.3 16I..l- 7 9 102 3 82 .1 1)9 s (.05 Qimixinn 21.56 20.60 2413.6 113.6 119..) If.6 99.2 72.2 271 11.9 8 7 3.2 Liquan 39.(3 37.65 253.9 1 .A 126f7 8 8 115.7 X31 226 18.4 IIR.1 43 Xiiigpinig 36.63 35.69 229.5 1.11.9 111. 3 1:1.3 11. X2,5x3 306( 9 3.8 RI Qidtu 12.x9 12.68 413 9 1 3.41 19.4 37.) 1894 92 5 969(1 11.1) 121 6 24.3 Wcicilg I A.79 1813 3.16.1 161 1 6(9)8 I19 11'!') Xl % 38XI 6.69 6f7 (1.2 Jing.xiall 5.X7 58X7 288. 1 131 7 13X 17.9 10i17 5 415.8 2; 2 19 7 5.5 _aoling ll.X_8 (I 5 1 1 . 191.)' 21.1' I 6 11 81 I (5 1 32 8 3 I.1 26.) 8.3 Appi)cal 1.o Rt aiics of ( hcm ical F.crfii z III(iuMtIiZ.h(I1g II I'1!igdI140II)ISlIctI;Is II I 1980 Table4-7 At cii iuidisii Icis kIaa) AIhIicahIioni-iies OiFh(IuinsaI kri-illitQ( gla ) ~11 Baltic C I ugh Poi~~1'CLIiu,tii ill .ii .111tOli 11111itOId iia MIi'''1)1 1Oi014 ~~b~ ublow cak ILIII sibull ilc coiicciiIraItu hor It - I~ o -1') WI -17147 27.08 13.78 0.(uI 22 SIuhniit~ 24(17 II fif 237 8/ ~ 7.27 129.( (0. I 31.0 h(.,0 I .LIIIIILLILjU ~~~-19.i. 07 I o2 3 :5H.3 29.7 14.3 -17 iii lltth]It 83.9 21~~~~~~~7 I 2t1 .4 1182 6(1.4 28.8 'J.7 8liil'ucli.it211.o7~12 53j 2.I 2 23 1 .2 ii. 3.2 I Ysj1gwbaio~%iiIl 21, 7(0 I i 90 10(3 1 98 i jit.3 8( (1 -I b 9(190- I ~~~~ ~~889IhtXI IO-) 9 5. 25.1 81 7$ 2u 9 I 9 18 53 -4 27 2 13 2 -11 IJiItJIj\141 187 (i') 181 9i 170 1I69 I 90,.7 49) 1 23.3 7 8 Applicat ion Ratesor (.'Chemtiical I ltlizier ill 1 achi(1 ouiiltv ill ( i ;l'i7i11o0igI 1-i al ion1 D)istrits iCn I (90 lahIlc4-8 ( I ) Atrcanl diclrics ( ) Appi\pplicaliii imicsol ('IChmical Icrlili,cr ( k/hia ) Inet Disiricl( ) . . . . . Nllrot!,cilIt'l t il iv/('n I )lOsp)holow ll legi Iiisr Pll ashlfcrlilis.cr Or FrcriwI6 1`11~c([% nanic r ... lpll. _ Dl)imrif arca MIrca siillowil I iICen Aminmonini ( )iher sumiotal Calcimin I ihia a0lIicrl cmcllitlrate chloridc Yaoxian 7.93 4.92 29.3 I16.8 47 4.o I 4 .- _ IM tiiI _-.- _ .--._- _ . . Fiipilng 13.2") 10.74 55.X 31.X 16. 7.X 2 6 Mcixian 20.53 12.21 23 1.5 133 X 0182 32.5 11_.__) Qishial 4.13 2.61 19114 Ii91) 55 X 26.6 R.') Dili 3 .RX 31.X 125 71.2 3(13 17.5 5.. L.tolmiuill P_ucllchng 12.27 12.27 61.2 31.9 17.I X.5 2 8 (iiciigciall 0.17 f.17 2f) 3 11.6f 9 2.8 I .. Jing mig _ 32.84 278R0) 212.2 121.0 61 8 29.4 ')' (yaoling 17.06 17.15 27(.0 159.2 . 1. 1 38.7 13.0. .inlilliqit Sas tiall I 5.61) I 5.60 165.6 9 1 3 22.9 7 7 .-ingloni _ 111.22 1 1.22 I 81).? W02.8 1 1 2750 X -1 *aIililfg _ 9.16 9 16 172; 98 I ; I 23.9 11..) Shibipchiilln Biisbiti 8._1) s6265.33 I c.31 i 31 72 I 3 . cciilBclieng 12.67 7.211 20.3 16, 7X St 2.8 1|1 1''~i4Fti'd &W14 hI Rtv.'lc5'ii.IIC 11 ic,lII I CUllli/C'l Ol Cdii 1 iLI1 III (ihdila,og In, igal,o I)islI ids 11 I 98) Isiib-4-8 ( 2 _'Xic,I _ *,1*I1istI ICII 5 i4il;,kII )Ai&,l.i.ii.l I *1 ( Cl&i,,,l Iclcili/ciI l liAiu I ( ulI ( OLMIi' DI)Sl-ic) NfiLt,gcni IUCi Jiii,] L' Ii s i I la Iciis iii ibhI- lci)-Is uhillI ol _ llilli )i I | II ligl, Polasbu D151 ILA 411%-.1 illCd t1*0l1 IlltJ ilililitii,iii (11I1:i .sIlblolill c:;aXlc;lumii{|.lOic col iccillial _ :lii .___ \t)llgbll()tl {IiI * 1 4)414> i ! ulalglii .Il W1iil"w O 4)) 4 Wob . 8 1 l X 44.X 8 M4 10. 2_ _) )i,XI *.X X')8 I Jo62 28.o IIt. . . . I )-1II 2 8 1.1sllCi X,tig IL~ It!l '1. '/1 1 j } .d i 1 2 X 141o/ 3 I) Qlshalk 1P2 I9 .I I'' O4 1 8 2o.1 8.') I:.LI Id:lIdIl ti cit- 28oI I *411. i II i 8 211'i) J ) i...._-l-.-- 1:C31gliaAlmlFu ,cl_g) | .I 2 1I1 . .8_, _ . __ YoIig'sI4ou 4443 M,C\ialk I) 2Ii I I 3.3 .8 Ž . 3 10) Xji:iiIi,,, ( 6 15 1;12 1S498 X 2.i) 8441t' Yaldialig, 1 )I 4 ~ 1 ji 2 982 8 'iO ' 8 O III~~ui 1') Mb (4) 20u ('I12 9XI I ' 5 X - _.______tic.itC"t! _ __l| X I'J / /4] I 1 t I i I / ? A\pplication Rates,ol ('iihimicaIl[ertilizer oFI achl( 'ointy iM ( ila4hontg Irrigation I )istricts inlI19)8() Tablc4-8(3 ) Arcn (if districIt I kli I Application ratesOr ( hnmicalFertili/cr MLil/hl ( nclt Disirici Nitrogcn llt I imi,cr PIh(osphorotisItrltitc Potash1crtilizer . Or Fertilil% Ftfccli%c Potassiu nnamc other aar1arca SUbtilotal ivrea ammonia (Otiier s4lb1lal calcitt1 sittlotal Distric concelitratc clhloride FFupiiig 4.97 4.70 s,8 3118 It 2 7.x 2 t. 5.8 Dali 37.52 - 3.28 125 71.2 36.3 17.5 Baojicountv 3.46 3.38 200.8 114.6 5 4 27.8 9.3 Qismlaui (1.19 0.19 1914 109.0 55s 26.6 8.9 Mcixiant 2.09 1.97 231.5 133. 6 2 32.5 1)11' Ftuieng 17.53- - 17.24 2201.5- 11.0 6 27.9 9 .6 Jidini (0.23 0.23 Wugotig 28.37 27.43 2189 12.1.9 63 8 3(13 1(12 .Qianxian 21.56 20.610 9f._ 5642 28 6 13.6 4.1S Liquta _ 39.03 37.65 1014 57.8 29.5 1-1. 1 4 7 .__ __ Xinlgpiujg 30.63 3 5.6') I 74.0 49)(3 5 2 I.1 8 I Qidu 12.8') 12.69 213.1 121.6 (.. 25 99) . Wciclicig 181X.7') 13 Jingyang 6.013 5.83 222.1 121Z (01. 9 9 Main Crop and Insect Pest & Disease in Guanzhonp Irrigation Districts Districts:Fengiiasharn. Baoiixia table 4-0, I (.rOp h1i;ls:1p_S' ll Mous&6 i SuckillXk:;l apsu<:pcsl- leus ! .5 oic;:1n lan:,l. n.-roxil o4rm eaw Wheatl Red sider. %Aitie rni. nurubit,ne\. noLisc oa!. othe uwos ;lore:. co- ap:uvue aarrv so;. srxBi sic,. rhinstoC Crab ariw- i:-!gro\-l %\oni. rea spide: bho-h:.viru- niousc -wed bear nore:. pc. r'eeti Spo: 'i! raenw:. nTown L)oe;.un "ax \ho,rn-. moth. Red sni Rol. icaas roo. blic harns-tLn. bDrow._ Cr r: Appic rc .os _... Api,.d mat.. er...r Vim rt!t piarue Bie hanisie. brownr L.rab !ras-. i U.v Main Crop and insect Pest & Disease in Guanzhona IrrimationDistricts Dismricts Shitoune table 4-9 (2 rop Insect pDi Ebsease Nlause. *\hat Stzek:nt ... nuchumaaphid. Rust Pow.den B: 3minst;=.nrovni Wt,or?wood vile kRed spidex v.diit gnrib Inilde\a. wbeat scab mouse. black mousc oat. other \\ecis * Bore:. conl aUnltL armni spoT.small spot. Bw hamsten. brown iCrab gras-%.i)oL-tai: wormc,,,;. blisht. vinr. mouz. black rro:;sc w en . s,dr: gruss Bean bore:.. tya beethe bit hamster. brow\n Dto-taii Mxcc. mouw_ black mouse iadd\rice borer. imeusi Riee biasi Bicatj i Stem %'ormL aphid. Ieaf I Bacteal disease. Rape I , ' v~~~~orln ! vi ,: lvoni. moti. ked spider Rot. ieat cas, root iCrab grass. doc-tail Apple I Tot Irleed Vegetal VAphid. moU.h. ia-w %Norn Vims blight. plaguc Crab grass. huicai I bu gruh. Main Crop and Insect Pest & Disease in Guanzhong Irrigation Districts Districts: Yanemaowan.Tqaoqupo table4-9 ( 3 !Ct_rop ] ins;ct pe>i;zza.oe MVe iieut luphid. tiutegrub sir 'hite ndde. i3w iilarster. bromin1 rrbmixxi. wIii 'Alicit x%onriSucKIIng pestsf onlinui vericillijuii"Alt mouse oat. other \xe-ds Apiud. borer Blighit.vin;rt itt nauudLli 'roxiu Crab erus. . k:um Ž x1OUieie re .e -d. iedw miss-. .i ;)'Jl; Amirtuwrjili. untllc : rur t eaf oaloileier.lat 'rO(\flO C .i rcs. si m1!!QL 1110.sicts. ohrrr.ictsbuch uluasnr.Schtii Bicarol\\ o - ,-'.ill ill(lUSer Siteil ltX=le. HelfllnIe!. i-Ltei6Ca dlxsCiiv f3: imlster.n(t Cmbr _,r:iNs.ia-:i nilallapirsd Dmouse \xeed Rlt pesl. 11OL1. ._o wlt. 7rm0t:.aclum itrnic.es CTa xroidrusN. r,U mousi\ ced. 'duic. a .vlain Crop and Insect Pest & Dtsease inGuanzhon . Irrttation Distnc.s O-sricts. Shlibuchuan 11able4-9 i 4 a11serti.seat D iinth t Mouse \eeus rttips3 taud.m thred spiudr 'Rotl. nkitea. ;s3te.;hamisrer. brown CrVb grass. dvlid \mhiteouse vorrt vellilium :11ouso weeia oher t. otlit w,eesS ADhS!.tt.+re! "~Tlas Rig iarntlSe..'nre,kn r!ab _2ss. Dt-t:ll m1oU.c k\ecd. sedizeumss I 'A'ire1%worii.xlm -.\..a il:tib PklioNi> i 91:;4IlAter. :IrO,kk.... Dot-;zall\%e '.';!'.: ...... rn~~~~~~~~~~~~ot.:.ze t30rer. pea netxic E3ia hianttoer.brownt Crab gmsb. 3oo-Lail $ ~~~~ ~~mouse %%ec:dL 6 BOtilOWUt, . tpill i. 1-'ed Xt CULLt)LI %lt. DIY .I.uIIAel. immlttU I tiai "QSb. LiU-talt -taiiier.'eal herer.etc. -ertl,:Juim \%lit 1llOU.ie -e IFruitpesLMOth. red Spider Rot.leai'cast IBIY harniter.bromin ICrab grass. dog-Lall| mouse weed.Tothler meeds Main Crop and Insect Pest & Disease in Guanzhong TrrigationDistricts Districts: Jinhuiqu . table 4-9 (5) Crop Insect pest Discax Mouse Weeda wheat aphtid. Red spider. RUSL PoWderV Bie hamster. browxn Worm ooLL wild Wheat I vhite grub. Aireworm mildem. rmildew.i mouse oat. other weeds CBorer. ".hite sub, annN-, Big spot small spot. Big hamster, brown Crab erass. Do2-tail Comn- I ionn. atrophv mouse wtexdsedee urass ' Foxtzil locrer 3BiLhamster bromi Ct''. arass. Do2-tail millet ' . 1I mouse need Stem'tle aphid Bactena Big hunst- r brown Rape l p Frultitworm. moth. red spider Rot. icaf biast Big hamster. hrowni Crab erass. DVo-taii Apple mouese1 i .xxeedotherm-Leds er orm. drazorulv Black spot Bie hamster brown Crab arass. Do2-tail Imouse weedl other wveeds ; Apaid.imoth. ;irus.Vorm Night. plaeue lie hanister. io; Crab eraii Do-t-a mouse ¶ etd. sedee urass .3oli"or. aphid. red spider. Blight. verucillium CCiarb grass. sedaee I. ottol Atainer. leal borer.etc. ilt. pant disease rass Main Crop and Insect Pest & Disease in Guanzhong Irrigation Districts Districts: Jiaokou. Luohuigu table 4-9 ( 6) Crop , insect pest Discase Iousj Weeds cAphid.wvhite grub Rust. Powdery Big hamster. Wormevood wild' mildew,%mildewv brown mouse oat. other weeds Borer. aphid. beetle. Big spot. smal Big hamster. j Crab grass. Dog- Coi boll"Om spot. atrophy brown mouse tail weed, sedge ! grass eoxta0i Borer. aphid- beetle BiL hamister. Crab ,rass. Dog- hrownimouse tail xweed, sedcge '\lillet grass \h1itc erub Wire worm Crab grass. Dog- callut tail weed. seage grass Aoind. stem beetle. leaf Bactena b.eetlc Boilwom. aphid. red Blight. Crab grass. Deg- spidor. stainer. leaf t tail weed. sedge 'C;ou"31 verticillilum i-,lt-I' borer. ctc. grass lesf disease Fnt-t worm. moth. red Rot. leaf biast. Bi- hamster. Crab grass. Dog- spder aphid browvnmouse tail Need. sedge splder aphid . ~' grass Worm. dragonfly Black spot Big hamster. Crab grass. Dog- sear brown mouse tail weed. sedge grass Boliwom. white beetle blight Big hamster. Crab grass. Dog- A\alcrmelo brown mouse tail weed. sedge i grass. other weeds, Usual Farm Insecticide for Prevention from Pest and Disease of Main Crops District: Jinhuiqu Table 4-10 Crop Farm insecticide Parathion-methvl. parathion-ethvl, dimethorate, omethorate. lphorate,phoxim. DB. DDV carbaryl. primicarb, methria. ,Wheat' carbendazim. triadimefon. thiophonate-methyl- triallate. 24-DJ difenzoquat. bensulfurron. etc. Corn DB. dimethorate. primicarb, dipnacinone, paraquat. etC. Foxtail Drimicarb.methria. etc. Rape -Dimethorate. primicarb. Parathion-methyl. parathion-ethyl, etc. %Ietllariadimethvorate. tmchloropropant. propargite. tn manz.one. cdithane.etc. All the insecticide listed are used. Cotton The enmicidalagent are thiophanate-inethvl, carbendazim. etc. 'Aater- Db. DDV, monocrophos. dimethorate, dithane.methia. etc. melon Vegeta Primicarb, bimethorate, DDV, DB, monocrophos, dithane, ble trimanzone, carbendazim, thiophanate-methyl, etc. Perennial Application Rate of Farm Insecticide for Crops in Each District in 1997 Table 4-11 unit: kp/ha I ; 5 Fovtall I veieta Water ddisinct x%heat Corn 13ean Paddy rape i peanut 'oton apple pear ,iillet . ble imelon ______! ______i I _ _ _I_._,______j__ Fengjias' ~~aotixia2'1) 3 1)1) 75 00) 1 5) . 5 1.50 hall ~ ~~~'0 'it ' dO 1 0'"o '. - ' rII) L -, ,tl(i(it ' , -' i j /0 I '0 . l ,illlormig (Is o I 1M I2() 5t i n,ii'1L;u''~~':.5 -~ .' S;i.00 i.50 5it 4>,o.H): ) 5vt 'j75 , t0 L.5fSIt 1.4()I0- .t >,f l 1.5I'? )1) '1,0(, / (1.00 1.50 / / 12. - 7.50 2. Name list of the usual used pesticide in Guanzhong irrigation districts. (1) Insecticide ( permethri n cvpermethrin aiphacvpei metieuhrin cV Luthrin iisects and acaridan k-iller T-.ichnioropropanol Hexvthiazox proparzite pvridaben 'ani;raz azocvciotin Built or hetcrocvcie D-\ heterrocvcie Triazophos Parathion-methvl Phoxim . B£iolo2ical aLyent B., miik auent cotton bollworm uvplure tlutenoxuron i) Germicidal a2ent 'VThhane trimanzone \Metaiaxvl bordeaux tnovlazole eciifenphos triadimeton hvmexazo amobam diureamansazinc -.eeiacvi copper s3) Herbicide Triallate difenzoquat slvphosate alachlor tluazifop-butvl 4icamba Paraquat thiobencarb tluometuron fomesafen bentazon. melinate sethoxvdim ¶4) Rodenticide Diphacinone zinc phosphide chlorophacinone. Appendix V Agricultural EnvironmentQuality Rev.ew Of Guanzhong Irrigation Districts Agricultural Environment Quality Review N. Of Guanzhong Irrigation Districts The monitoring data of water and soil of the irrigation disti.cts are applied to review the agricultural environment which are r-^m the environment protection station of Shaanxi Province. 1. The monitoring and analysis method of the agricultural envirz.mer. 1.1 According to the source of irrigation water and the a`- : w:e review, the sample positions are set in the representative domains in te lrigatorn districts. There are 12 waLer quality monitoring sec::on"SS5_ soil monitoring positions and 9 crop sampling positions. 1.2Sa piing method. Wlater quality samples are collected from the e;hanne's ano .-e water sources in irrigation seasor, and fixer are added at t-Hesize. .- e soil sampies are collected in the harvest season, and the foilowiLg s u-e mnet o. Around the monitoring position, 5 pieces of lan re se:ez:c v soi: sam:pes are zoliectecaccordi-.g to tie diagonai -rzcess, --e- mix.ng o: -he samples, 1 kg of the mixture soil are col ece, agged with a label , and took back to the lab. The crop samples are zoilect.edat the sa.me i..e and ,si;.g the same method of the soil sam:Ung, .- _ of the oro sample are collected, 10 kg of the fruit samipe are zo_i:ec.. Thedetih of the soil sampling is 3-20 cm for crcp aaneit .; for 4:r i+4.1eC. 1.3 I reatment of the samples. 7he water sampies must be refrigerated and tested as soc- as prossibie. The soil sampies must be air dried in the lab, decontaminated, milled, sifted, mixed and finally put into a bottle .c be tested. The crop samples must be air dried and clean the surface deo-sit ujilderand then dried, milled, and put into a bottle to be teste. 1.4 Monitoring of the existing condition of environmnetai quality. Evaluation factor and analysis method. See table 5-1. Monitoring factors and analysis method Table 5-1 Monitoringfactors i Hg j Cd As Pb Cr Cold atomnic Atom Atom Co.d atomic ] Atom Luminosity Colonrmetric Analysis method fluorescence absorptive . absorptive method method method method | [ ~~Analysis __ method for Wlater mwter for GB7475-87 GB7485-87 GB7485-87 GB7467-87 water and ! waste water --modem "modem modem i -modem "'modem n I I iII I ol i Source of I analysis analysis analysis analysis I analysis I Soil the method method for method for j method for I method for Imethod for soil element" soil element" soil element" soil element" soil element" !u ltural| !-rEnvironmen 'Environnen Aszriculural !GB5009.17-t monitoring GB5009.11- t monitoring ,l i GB13088-91 products 85 and analysis 85 and analysis method" method" 2. Existing condition evaluation 2.1 Evaluation method The pollution index method of single factor and the aeneral quality index method are applied. 2.2 Evaluation model Ci single factor Pi = . generalquality index P = s Pi Si in the formula, Pi---- pollution index of single factor Ci----measuredvalue of pollutant material I Si----review standard of pollutant material I P---general quality index n---amount of the pollutant materials If Pi > 1, that means the measured value of the pollutant materials exceeds the standard, and the larger Pi is, the more seriously pollution appears. If Pi < 1, that means the measured value of the pollutant material .,satisfythe standard. 2.3 Review factor and review standard. See in table 5-2. Review Factors and Standard Values Tabie 5-2 Evaluation factors Review object Hg Cd As Cr unit Source or szanaarP lrrigation water 10.001 0.005 j., 0.1 0.3508-92 Farmandoil 1.0 0.6 125 350 250 M -1,; C-315_5 lwheat 0.02 O 10 0.7 10.4 1.0 Mg'kg 53' 62-9-1 iorn . 24 0.95 .7 4 .. O i g,eg appie 0.01 0.03 0.5 50.2 Mgkg i.-, -e-c7.1'.r aigsVd~~AL va..s sH^. - - -, an,-~ ~ ~ ~ - ar8-_z (1) Monitoring results of irrigation water quality in Guanzhong. Monitoring results of irrigation water quality Table 5-3 anit: mg/L District Water Sampling I Monitoring subjects and contents name source position d As Pb Cr Total Qianhe.Baoji |, | Qianhe.Baoji 0.00010 0.0020 0.0027 ,.0027 0.031 0.0768 Channel !_ _ _._ _ Baojixia Weihe IZhuangtou.Xingping, Il 3.000002 0.0016 0.0210 0.127 0.031 08273 channel Wangqiao. ,inhuiqu Jinghe ! iingyang,Zhangjia 0.00015 i -3.024 .000i5 Head I I . | Dali.Xinshi.Linwei.i 0.000005 0004 0.026 5.3310 southchannel 0 0 3 Xilou Head of ' iaoKou Weihe 0.000128 0.002 0.018 :.068 0.02 ^ ;38 channel Xiangqiao.Lintong | 0.000766 0.002 0.028 0.110 0.042 C.:72 ,__ _ _ _Head |Chakou. yaoxian Taociuwo Juhe 0.00030 ' 0.032 0203 i___ _ _ Headi , ,,ea Shitouh Xivuguan.Meixian I Shkoune 0.00025 0 029 0.023 0.0292 e Head I Changqing, i Fengjiashan Qianhe Fengxiang, 0.00005 / 0.00005 Yancmaowa Qishuih ShiniuQianxian 0.00005 / .0005 n e , Head _ _ _ _I_ _ _ __ GushiJiaodao, Luohuiqu Luohe Chengcheng 0.00015 / .0015 ______~~~Head ______ ,hibuch Shibuchuan, Shibuchuanshibuch Chengcheng / I / / 0.009 0.0090 L ______ Review Results of Quality the Irrigation Water Table5-4 District Water Sampling f Pollution index of single factor ° f rPb As F Genrai name source position Hg Cd As Pb ! Cr index Qianhe.Baoji I 1 Channel____Channel ~~~~~~~~~~0.100.4 0.027 0.41 0.31 1.247 Baojixia W'cihe_ I aojixia Weihe ZhuangtouXingpingK 0.002 0.32 0.21 1.27 i 024 2.'C2 channel Il | Wangqiao,v | I Jinhuiqu Jinghe Jingyang, Zhangjia 1 0 15 0 0 O O 0 !50 Head I I Dali.Xinshi-Linwei. i i } ; ; ~~~~~~~~~~~~0.005o 0.26 1.131 1 ^.22 : , 595 jac ;cu south cnannel ! 8 0 | j ~~XilouHead of | i i .iackou Weihe 0.12S ! .s I .le 0.68 1 0.42 t :808 P I ~~channel Xiangqliao.L.ntongil 0.766 0.4 0.28 1.1 0.32 ! .866 Head jaoauo |Chakou. yaoxian | | i i.' T-aoaupo Jluhe 030 1 ° I.S3a 0.23 ______I _ _ _ . =_ __Hea Shitouh Xivuguan. Meixian Shitoune i 0.25 00 | 029Head09 Changqing. Fengjiasnan Qianhe Fengxiang, 0.05 0 0 I 0 0 I 0.05 Diversion I I Yangmaowa Qishuih Shiniu.Qianxian 0 0 j - 0 05 |0 | 0 0 0 . 0.05! n e i iicad l GushiJiaodao, 0 i _ __ _ I______ruohuiau u Luohe Chengcheng 0.15 0 0 0 0 0.15 i | ~~~~~Head _i Shibuc Shibuchuan, |Shibuchuan Chengcheng 0 0 0 0 0.09 0-09 -iuan.Damf .from (3) Soil monitoring results of Guanzhong irrigation districts Soil Monitoring Results of Guanzhong irrigation DIstr:its Table 5-5 n=it: ng/kg District Contents of metal eiement Samplingposition name Hg Cd As b olaia-r Wujing,Fufeng 0 046 0.109 3.70 '0.30 '9.7 I03.S55 3aoiixia I Nanshi. Xingpine 0.048 0.126 6.66 '41.50 :C .V- .-j__ : I ~ ~ ~I ~ ~ ~ ~I: ~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Ii junhou,Liquan 0.086 O.i26 12.;0 i 6.4C 6&B 7.3 1 , . in.nuiau Yunyang, ng i .054 0.093 7.95 23.S7 72.49 Xinshi.Lin0ei 3.O34 9.080 .5 _02 ~: i ?2 .iaou!3u Lindian. Linwei 0.015 0.099 7.99 !7.5C 48 3.-7C- Shigou.Yaoxian 0.036 0.102 5.32 26.30 59.9, 9;.658 Xaoqupo Suiyuan,Yaoxian 0.043 0.109 1 4.48 2 7.30 5;- 3 3.532 Sh;toune Diwucun. Mcixian 0.034 0.093 9.69 15.5t 5!-.6 -. Fengjiashan Qianhe.Baoji County 0.036 0.088 4.44 3 3.30 1 83.3 _ I1. 5 Yangmaowan Xinvang,Qianxian 0.046 0.106 12.90 1t7.00 66.2 ,6-_52 Tianshuijing,Pucheng 0034 0.102 8.10 24.'0 52.5 84.936 Luohuiqu 1 Dongyang.Pucheng 0.031 0.159 10.55 20.05 -58.3 39 C90 Duanjia.Dali 0.062 0.092 12.30 16.50 1 66.5 95.454 Shibuchuatr Zhaozhuang,Chengcheng 0.100 0.140 10.40 17.70 60.4 88.740 (4) Soil review results of Guanzhong irrigation districts Soil review Results of Guanzhong Irrigation Districts Table5-6 Pollutionindex of singlefactor (Pi) _____ District Ce:a | ame Sampling position g d bGenerai nrnae I Hg, Cd As Pb ! ; , , 8 i | + inci~~~~~~~~~~mex, Wujing.Fufeng 0.046 0.182 0.548 0.058 G.279 13 Bazcjix;a Narsh;.X;gpngping 0.048 ,.210 0.266 0. ; 3.402 i ;0 5 Junnou.Liquan 0.086 0.210 0.484 10.0Q7 1 0.27 ;74 :ngnulqu Yunyang,Jingyang 0.054 0.155 0.318 ^.083 0._90 0'7 0C X.'nshi.' riwei 034 O.330.. 3.302 '.058 92 0''. Lindian.Linwei 0.015 1 0.165 0.320 0.078 1 0.92 '.7c r=~~ 1 ~~~~~~~~~~~~ I Shigou.Yaoxian I 0.036 0.170 0.213 0.075 0.240 0.734 !aocuDo i Suivuan.Yaoxian 0.043 0.182 0.179 0.079 0.24 !.687 ,.h:.une Diwucun.Meixian 0.034 0.138 I 0.388 0.044 1 3.^ 8 Fengjiasnan Oianhe.Baoji County 0.036 0.147 0.178 0.095 0O.3;3 ,.789 nwmaoan *, Xinyang, Qianxian ---- I0.0463 ' i 0.177 0.516 l0.048 I1 3.265 |~~~~~~~~I' ' TianshuijingPucheng 0.034 0.170 0.324 0.069 1 0.210 0.807 ,uohuiqu Dongyang.Pucheng 0.031 0.265 0.422 0.057 0.233 1.008 j_____ Duanjia. Dali 0.062 0.153 0.492 0.047 0.266 I 1.020 Shibuchuan Zhaozhuang,Chengchcng0.100 0.233 0.416 0.050 0.242 | .031 _ _ _ _ _ .. _.__ _ ._ I Appendix VI 2ae-added Engineering on the channel Seax of Bac;.x:a 7-1,Z;v^iewe -, e Effeo*s en the Iv ~rr-m- CONTENTS Preface 1. Gener2l situation of the engineering 2. Existing condition of envlo3nment 2.1 C%limatecondition .2 '-.ology and land form 2.3 -X-x-rstnngzondition of ecoiogica i -Iv. :c 2.4 _3'§+ting vzndi:i oof h'ywdroiogy ana secm=d- 2.5 cci.ionnxdsting ofS cc ai eironment 2. +;ctgat:cn o f'sWLr.LJ o _., 4'v:ew iex:s=ginG +cnJonef water :aE:rj - es gatcr, r roser/oir submergenca 3. F - S cnst.rctir >effecson environmert 3.6 Anaiysis of effects on environment of irga diswi ; '9*M95:¢§4'C im^nmn*" zrtects . Measures -or water source protection 4. Measures for water and soil protection "2 Measures for environment protection dur-g ccnsr:- : o .4 Measures for controlling water levei rs-g -- -i n district 5. Investigation on public views 5.1 Investigation time 5.2 Investigation position 5.3 Investigation object 5.4 Investigation mode 5.5 Conclusion of investigation 6. C3nc1us.cn of zeview Drawir.g 1. Layout of water quafity m;non-i.on g_ - J'r_n g 2. General view of 'he submergec° -z-=, z:- ; ana micee' area of :Pxhae-c: Layout.l of.i Th gaea g:i r . ::r-^-eC rf '3 ao 5;x i a- Preface The gate-added engineering of the channel head ^f 3a^ xia s ar. individual item. A specific review of the effects on environ=men:was :scceeded in 1995, and the review report was approved by the e=vr^ect ,-_tection bureau of Shaanxi Province on October in 1996. Tvypical-evew --e to e aone .or he item ,s one of the three a:ge *temsof the whoie I_l roeve-e- prz eot. _,`7 3 , n - g_io0 BDuw vX. 'le r7oiectof the channei head of 3aoiix.a'.-as -;to .task-K-.7 'i s L'S'O we-se -Nater for t-e rrMgation^f 124.61 kea ane.c -e offia :.e secozo :s -o su-D>erment water for the ;rngatin o 7 - --- . ~ ~ ~ ~ ~ .~ ... ~------ -aZu_,l divers!"M >. 3acSlexia Ti2 @=1A5;S' S :sand sediment :raD,a sand siuicuig gate and radiverS-o *a:ec .;e amn-raising & gate-adding engineering is :z e n-z. n- the to rca. Cn or tne originai dam. Tne elevation of the res: ill rse .o 7 Snm ±orn S:m. The of tnenge xestre is i80.8m, and te wi::h/he - In. ength-o- -1 'e an. n -,i"1 arges: :ei:gnt oi :ie damns ',.6m. Tne ncrmnaiwater ie-;: z- -esecr :s mTe~. :{tai zafac.i Of tze reServoir :e.s' misli^r, _ aesi-n, _ flood discharging ho;es with the size of .Omn(hei 'Htx)< iwidthl)l -wii Debuilt an the existing crest of the dam, and 3 lower sanz _ s^.Sg-g ioles w:th ne size of 6.5 X 8m will be layout at the wo e cds^- e --'am. The eievation of the lower rim of the sand discharging holes is as he same as that of zne rver bed. When the water level of the reservoir is m, -..he 53-year "esign flood of 6040 m3/s can be discharged. And when ewater .evei Is 634.2m, the 500-year check flood of 9720 m3/s can be discharged. The size of the diversion tunnel is 4.6 X 4.6m, and the elevation is 609.5rm. After the improvement, the project will operate combining with the four Characteristics of the dam-raising and gate-adding engineering of channel head of Baojixia Table 1-1 [______Name Unit quantity notes 2 Area of basin up the dam km 3.661 Mean manual runoff li0m3 24.01 1 IHVdroiogy Design food(P=0.2%) m;/s 6040 i 3 Check flood(P=0.02%) rm/s 9720 Mean manual turbidity I kg/rm; | 84.5 Finalcapacity 108 m; 0.320 Reservoir 1 Regulating water 108m3 0.80 Normal water level m 6356.0 I e : _oncreteZ & -ascr.z , ' ~~~~~Tvpeof dam i --.=1,%iZ ca Height of dam m 49.4 Lengthof crest m 180.8 _engthL; of dam section of, -iiddle discharging hoies 87.6 LTower holes number I 3 Elevationof crest of weir mn 61i5.0 -x:s;-_ zes: Elevation of crest of dam i m 637.0 irmgation diversion hoie number 1 1 6.5 X -. 0m 4 3 Soiland stone rn 12I0 , ,ost Total _ 19000 ' _ Benefit Effectiveirrigation area kha 188.32 Construction period y 3.5 reservoirs, Wanjiaya, Xinyigou, Dabeigou, Ganhe, etc., in the irrigation district. The pondage of the reservoir of the channel head will be 80 million :n3 . -'Te 3 supplement of the four reservoirs is 148 million m . The water sh-ortage ^e-l 3 irrigation district on the plateau will be reduced to 88 mniiiiin in -_in . S million m3. Lhe power station at the channel head can generate eiec:ri&rv z_3T35 miiliion kwh perennially. The construction period of the gate-adding engineer:..ng _ =anei :-.ad 3 3aoiixia is 3 5 years. ne cluic meter of soii a-ICstz-e ;s ;57 cubic.meter of concr ee is 144 -Cusa r. The 1ab.r 32^a:- ±f wm z^e:e.anze-. 2. Existing condition of environment The gate-added engineering of Baojixia is located in the west Baoji county of Shaanxi Province, and the project is located at the narrows 11 km west to Baoji City , also at the midstream of the basin of Weihe. The area of t.e upstream basin is 30661 km2. The river goes along the north of the QirAing Mountain and south of Shaanan Mountain. The district is of boess nd hilly ground wv;h guilies distributed at the two banks ofthe 7ver. es.=- -= "s:v' .s nigh a.d the loss of water & soil is serious. lirnate condition It is continental climate in the basin of "Weine. T -e nean --. 5s-Jit'zn is abouL 7,V nurn Wr-L- micstof it prec3j' rtatr - Lcctcber.The annuai evaporating capacity is i2DC- 5: - n e mean 'ernner re -is '3 OC The- relative moisture is less than 7^^%. -. n --w:n: 1 -a . -I.est.. -i7=z-eas+Ier- rz*:wet.** . am zo..we4.e^-' r se ^^ -- e - ~_ s. cau.ise m'ine _ A A _e e _ . u.tai - a--, 2 e - a nn.C .0 wer and 'Z.reprecipitaiion is a little higi in .the ^. .st :1e wex':e z. , See :- abie 2-I and table 22-2) 0 em'x:an. Me~an7.-__.e%=rauzre=s ( 1C - Eac' mnontrn i.an. reb. Mar. Apr. Mav. iun. Jul. Aug. Sep. IOct. Nov. _ec. s S. i 21.6 29.7 34.2 38.5 41.4 40.0 1 39.0 1 33.7 1 31.4 24.9 2.1.9 A6.7. O 12. -6.5 -3.7 ;3.7 3.2 I 1312 8.4 4.5 4.5 *;i .f if3 lcanl -,0 :2.2 1 1.53|li.5 i8.7 24.0 .25.5 124.4 , 18.4 12.9 02.8 ,.8 ; ;2.f Mean precipitation of each cnc,.:n ,able '-' Month ..an. Feb. Mar. Apr. May. Jun. Jul. Aug. Sep. OCLt Nov. 1 Dec. 'Yearv * I ~~~~~~~~~~~~~~~~~~~~~~~~~Mean- Mpreiainptin 6.4 8.4 28.4 55.S 74.0 70.4 125.4 100.9 132.0 37.0 27.1 15.0 700 Mrecipitation I 2.2 Geology and landform 2.2.1 Landform Tne gate-added engineering of Baojixia lies in the narzws a: whiczh'Weihe goes to the Guanzhong Plain. The reservoir forme- 'Jy ::e gate-addaed engineering lies in the Qiin1.g Mountain and Longshan i/^c-a - ^r_ az½xi_ to Guchuan, and is a canyon reservoir. The water sur-'ace :_ te rcsere:r :s narrow with the normal width of 100-300 m, and the largest 7m . x-e n n of-he -eservoirback.water is 14.5km. 7he elevation f te ed s^ j- - :m'S r-ea S oG737m, and-;Te mean gradient _f -e --ver_- ._ ^ . -:ver :i> -oirngw wiZ ze sspe zar±s.aW3 It: ::e:ear:zs :b t1evationof 700-75Cmr is -ae.a d. roKmeozmng,:m nhe t -- .-. ei- _ ne zos..r..z+.^ral te-ace, such. as l;St and second +e-ace a-. Th.e naked geological layers in this area is, from oid to v, ^ eFCeous -rave:an- snale, paieogene gravei and quaternary :oosing eor:-s.s,e .n:u.: nie :stnct is undevejoped with some local sheaing-oracks. -.e ^ydro- e^.-::zawroZ~::+zn :s si:n74e. _miy scme fracture-aLer -: :-' e:^-r.' - t.e 3: banks o3fthe river is nak-. as founders. heooe-s.re rjz5-;--ne _5_ .ocsi.. debris outflows from the upper plate of the bed-ock, er -cees -He grave.l he teALace. 2.3 Existing condition of ecological environment 2.3.. Vegetationcondition .ne main vegetation is natural second growth. The fi :iszt lies -orm;ally in the districts where people's activity is frequent. :-e -mnain:rees are oak, poplar, lacquer, pine, apple, walnut, etc. The major meacow is creeping- grass, wormwood etc. The artificial grass are aifalfa, ciover etc. in general, tne vegetation of the district is poor, and this is the main reason that there is serious water & soil loss in the district. 2.3.2 Ecological environment The home range of the people is extensive around the reservoir. -e original vegetation has been destroyed after 30 years of plcugh, ard3'he ex:st'g is second vegetation. The animal are oniy mice, hares and snrakes w:± scme specific wild animals coming from the south Qinling Mountai. r.ii'Wnt+er. There is no continentai rare arnmal in the district. There are a gezat vare`-i ::_s. There are night owls, second-grade protected animal in ouz-u=.'-v arcu- :he reservoir. h.e variety of acuatic lives are -eeadsuencmg :-e wa;2r^ ~Sceormin . . ~~-S. g :ess. 2.4 3x-s+ingcondition of hydroicgy and sediment Wev.^heRiver origins from the Wushu Mountain e:: __ 3 Istanoe nCm iAarne t Donggcu is 57 k-m. Neiheis: _e - :: _ ce-lx.Zha- axi ani ansu, and gces across the wro e -a.3i rover s Zsnzle-ios brarnching. he south branches orgin fro : g.. and are .eng, jet ilowing, and with 'arge auantitv. .he nortn :rancz.es o::g- Lonnlongshan Mountain, ana are iong, siowiy flowing, and w : ;::a-.. arnL .ie g_'ies are v-shaDe. hnearea ofthe basin abcve ';-e na- cv3/-C-ZS •--r 7- e a; :n er s 4'10kn iong with 76.1 r/s of the e-e.--ai :7er --- :- .- zi.enn :rof ie mear. oerenmai runo a _-.:- staznon, The diistrictto be reviewed iies in the east-west rncnsocn w-: -,a. ,e rean :rez:pitat on is 700 mn with obvious season character. - ::aton s~u.ingthe Deginning of Juiy to theef beginning nctoger fs otre 'nan-L % of the --tai of a vear. There is storm in July and August, ar. ram -- ^-g ,e. Sentembter.The river water rises and mountain torrents and 1 ca; -:7d_ isaster happen because of the long and large precipitation. According to :he statistic, large flood happens about every 20 years. The measured flcod disc.hargeIs 5030 m;/s ( ornAugust 17,1954 ).Because at the two banks of the river there is slope hills and gulls of soil and rock with large areas, the water and soii loss is very serious. in wet seasons, the storm erosion the surface se. n._ -±e :v-e- ard Weihe become silt-laden river with 67.06 kg/mr3 of t:.he m--eaene: concentration. The most sediment concentration is 535 'M3) - ti e=e peremnialsediment runoff is 161million tens. Tne zhannel head of Baojixia was built at the 'eWhe- a-"w1 .- z.est -e.eaticn of beih :n ias 51.5m. h-veSrJe =-- :s -r/erbe- 's Jlain at 1tream and t.he -iverbe&3-a;------'z i^ ±-c-;^e z= -e shcai mate-n-ais Is oase I ;; -- Z _lang-- .^He-,-river-ei. .- e ers -- as:-,-e-: ; .:: - .: -_cr _ pizs have oeen lormneaat tne ^w"S'-e- - - sz-a. --g f-r a lo.ng tdme. The elevationo- t'e :jIt tt: - eiev- atrin ovt verteC is &C...5m, : e zons;._ec:carea and the s-cmnerge.n: rea z e 7eerv s- :^.e -vest iv& area o bTlhaanxi.Province. T.h.ereare some :.,zst- s ,: z:. o-:a;cr. .anc- =tai! Owinmg.s the =hiiyi'andforeran. e veaz-e- ^- - -:- e Es ee S .iai . tO...... ___.-e for wos or rit -rees. Most If the i,% _ .: * --- ^ ^ a-- rew z2reEt, CrO, zn, az o:, e5o--. _.s_ :eve,eo,Mng.T.e m;ajor trees are aDmie, -e2e, -, ane^, _, . :-.ese a^osecerry. grape an prickly ash. The fashion Of hie y .- :. - - -e oe:7.s-, CaDpita ncome is less than that of the oiain area. The oeasn-: :n e : influenced towns of the project are listed in tabie 2-3. Peasant income in the influenced towns of the ,:> Table 2-3 county Baoji County town j Zhouyuan Guchuan Huangyu anyu X;asn: cottage 20 8B 8 Population Total 1 42307 4711 5265 5306 CC people ) Agricultural population 42307 4711 5265 .330 i .C2 Area(mu) 50649. 765 1310 -*6 .. igated 7 Yield(kg) 27272044 ; 200980 3419;0 2 252 -27- I field ______Average 556 256 2 S 25.7 (kgrmu) , Areatrnu) i 366; 403 2568 :Th7 - Yieia(kg) ! 54400 70525 475060 - 5 Zeiiancd Average 400 175 185 5e8 (kg/mnu) yerv s |oeAreawn.; I 40 12838 9650 8? Yie:d(kg) 674100 2197183 152a7C0 3 -753;6 2 Average 1 315 , 150 58 .56 :-2 (ke'/mu) _ __ I Area(mu) t 25100550 2197185 2341690 -223254 7,7390 YieidDer i _ Yield(kg) 583 465 A.45 apitaa i _ ___ A verage 765.4 5033: _tai i222900yuan) .U' IV' ?ercazita(yuan t 26 3,0.5 74' _ ei i 'or z 384~ .icurne31l~ I Total (yuan) 20740200 581945 i 66684C 7-O387 _^25 :veztocK Per capita (yuan j 490.2 1 1.5 i ;. 38 :42.4 Total(yuan) i 14962000 651570 750885 813IL ! 22000 aocr Per capita (yuan) I 354. 126 i.3 :57 .: -ctai income per capita 1635.7 871 865 852 , Notes j Emplacem Submerge Submerge Submerge Submerge ^ | ~~~~~~~~~~~~entarea nce area nce area nce area nce area_ The table indicates that the agIicultural income is the major income of the local people. The local economic is underdevelopedand need to develop further. 2.6 Investigation of the pollution source 2.6.1 In Gansu Province Weihe origins from Gansu province, and flows across the industrial city, Tianshui City, 40 km away from the border of Baoji County. The industrial waste liquid of Tianshui is discharged into Weihe. This is the main pollution 3ou.ce so that sometimes there is bubbies and black liquid amPearingabout the section of the border between Shaanxi and Gansu. 2.6.2 in Baoji County (i 3ndustrial pollution source According to the investigation, there is no ndustrai ente--ses :n we zounty, and no poiluticn source. At the left bank of Weihe, there is a nationai -e..ense storehouse above the elevation of 644.Omand 6km away from the dam. Trhe waste water from the storehouse is not pollutant because the storehouse checks itself every year. () Agricultural pollution source ne upstream basin of Weihe is winding mountain area of soil and rock .-. ;Z I-1i:ies.The slc;e is so steep that there s ii..le sClil. he siope area is 1 885.a2 k2 ,and a quarter can be ploughed. The major crops are wheat, corn, an-. the mnajoreconomic crops are fruit, crude drugs, etc. The major fertilizer is farmyard manure. Little chemical fertilizer is applied, and t.ere is little residue in the soil. (3 ) Lives pollution source The district is wide and the population is not dense. The population density is 40 people per km2. The lives waste water seeps down into the ground. The major energy sources for-livesarecrop sterr and firewood,and the-aslr are tcrbe-- used as fertilizer. 2.7 Review of the water quality existing condition The review is according to t-hemonthly mcnitzrivg cI iz -a :In_''- the mi£1e secticn zf W'ei.e. There are 2 mc ti:Zzgae^aI. _ c_ /.. _ see gra:h 7>he m'n-.Sk-Om suolec* arc wa:er :. sze- - -v5i_.es-ifaze, c-1rie W- szk ircLD!.~,:z^y~er, zfrc, -^;°-~ _~__ -~.< a -- -r ss a _-t_= e:g.7a--e~ Z-* JdaC-, -_, - -; -a _eZ: -- - e-^- - -c ^ r - ^cr ,-- -c ----- c c _ __ ._ S_ __ __ -______:!L__I _. __ __ . P.. __ _ . - . - . . - . _ _ .~~~~~~~~~~~~~~- Analysis result of water quality of Weihe Table 2-4 Section I Quality standard of Quality standards of Fenggeling Linjiacun irriga2ton water subject _ ground water classIII (d.y crCp) Water temperature 11.6 11.3 <35 PH vaiue 7.6-8.4 7.7-8.4 6.5-8.5 5.53.5 suir^ate _13 1 140 j 0 ___ior_ __e A 93.4 1 <250 soiubie ron !onl 10.19 <0.5 IzcpDer / I i~~~~~~~~i <1.0 0.04 <1.0 2.26 2.29 <20 -;Jr:.C1'3. 0.029 5 .mincrianitrogen 0.32 0.30 aissowvedsxygen ;'.1 7.5 >5 cnernicat oxygen i3.2 3.3 <15 <30C uhorine 0.50 0.52 < 1.0 -irseenc 0.022 0.020 <0.05 CU < .- aA2;"uentThrome 0.001 0.001 <0.05 .ead , <0.05 c.; cadmium <0.005 .cvanide I|_/ _ |_<0-2 ;oiatile phenol / / <0.005 i.0 total hardness 175 163 mine, ml.zn,, eg_ 6 ------57r-.- - :- mineraltzingdegr.ee 657 575. 2.8 Investigation of submergence of reservoir 2.8.1 The submerged substances The treatment of the submergence are according o -.e :es: -: - "Design norm of submergence treatment of hydro-eiect:ic eng-ne-:- e normal water ievel of the reservoir is 636m. The farmland exvr a:,. f year flood. Tne cottage expropriation is of iO year flood. There are A eoL'e Ofr1 cottages ofl towns .o be influenced by the submergerce. 3e_ oank -coilaDse of Baojixia reservoir. The total submerged - - _ee -e su½-..ergedsubstance in taie r-5. .3.2 Sette-ment pian of the sucmergence The iigrates willbe settlec according t te-- e:rs a - velv.nse..-.zDer.iy mi.ate". Ac_r n __ -e >a-. _'4_ ec ~:ezne:o e xwihcraw to or srset,into the origina. z : e-vŽwi l ce i-- g-raed -o Zhouvuan 'town of 3aC"i z< - ZZ^-:-g Do the caiculation of the farmianac azaC7 a e - -a-,wz ~z n :.nesettlement area, both the capacities are lar2er than ne . < -.. Sc sChee .o environrmental orobiern causes by the settlement e h'-e -;- - -~..- The submergedsubstance of the gate-addedengineering of Baojixia ile 2 -5 ______subject family Populat Ploug Area of Area of Cave GardenI Appic Wood treecs Pumping Simplc Farm High Low Phone Cable well gate Pond Drying tombs Sweet ion land [ocehousc house ~ trees forest station road road v.olage ioltage cable vard potato cbe cable cal'Ikiln tageI mu nIl) (- (rn- nuI nrnu1I mu nO (ml Intl ti) (ut lint i n ) ____ Total 217 841 104935 3527.1 5881.5 1299.1 II10 141.3 212 2-14 22f61 7i27 21-40 4138 28,111 1184 8 38 79 12371.3~ 17 73 ~Team22 10 7.5i 176.21 126.9' 3.1 1894 . .8 2.i- '1 L,; 4 2 26l1 2-440 1124 I I 9 :huarTeam I 46 167 148.1t5 1 29522 111 t25 1 22. 14)8 4 421) 26. (t6 404 I l1 l 26.1 1 AN jiTeam4 43 150 66.87 2698,S1I809.82 168 15 47 I5- 1027 4 63I0 -, I 6 - 0.412 Team135 5 1 T 94.8 775.2 78. 410 7I . [1151 1 2 Sl)820 7011 9414I 9 343 Zuluoi 2 I 8 27.661 36 5 1 14 I 17 Liiiahte 55 21' i 174 4483 434114 318 74).I ) >71 457 4133 i5t1 21t441 5644 598x 7841 I 8 7 lOt Chengli; 1 7I4 . . 39246 164 11174 724 CTenmh 7 1 61.5 11(841 Chengli7j A 2 4 13T60 52 969,93139882~__23 2 1.55 10 135.32 ishi LiuchiuI I- wn andian 19 77 1336.65 979.25 174.89 715.59 1.8 4221 42.5 1615 4 100 25410 760 810 1350 1 4 5 300 twu Lijuilens _ _ 41 7 327 179 1 3 800 wn Iluiiaha 1 6 77.01 132 62.9 1___~7.25 1374 50,3 3785i 2 ______400] ______j 25 3. Review of the effects on the environment 3.1 Review of the environmentalgeology 3.1.1 Forecasting of the reservoir seepage The rock at the both banks of the reservoir is thick, sc'i,-. =6 ln:ega.. :-e elevation of the position where the founders overflow is EC'-7:I .. i:-er than 636.0m, the normal water elevation of the reservoir. So there s .o reservoir seepage. 3. .2 influence analysis of the stabiity of te reservc:r z-a:.•' :he ^irc mference of the neservoir Is 22.4 km. -- e-e :s . km bearocikbank and 8.2 kcm of Icosing bank. The bedrcck ha7 c <'= ; '¢ -_S s thiCKiayer of Sand and o'ri_ ed thick layer of grave- n-_ .+:s stabie and will not cause bank cIllapse afr7 .-eserv- ^:-:.-g. he bedrock -s naked and .ean, .he -wasteaoove :t wil' Sile ry -.e :z:e. -I .-ne wa:e'. x-e save ol -:ne -waste :s zoZtm tnat tne s :zae:<_s^ ma]- .OSgzsingbank is .ies on -he terace of weihe. in t s Z.s::f, :.e ,5~ f. steer. The und system is 'ocsing debris or Qautemary w; e-te^ .-- aeoliaz: or slope loessial clayey which will collaose while :mmersed _r w i'eC r ^.te water.See the Dcsitionof the collapsebank in gra?h 2. Fo,r-castingofthe water -uality of the -eservzt" after ;tHe dar ':s raised and the gate is a-dec - :er -- ^m increasesby 2Jm., the water flow will oe siower, the der.urrage -w:.:. ce onger, great amount of sediment will silt, the transparency oft-he water st tne a ront will increase. The sediment particle will absorb organic ard grea: anlt zf heavy metal while sinking. The absorbed heavy metal is not easy toe esese.and will not causethe secondpollution. At the beginning of the filling of the reservoir, s^me wee-s, organic materials and humic matter will be submerged, and then decay and discomposed. The nutritional salt will accumulated and is advantageous to the phytoplankton bloom and development. The oxygen in the water will be consummated. B3utthe runoff is larger than the capacity of the reservoir, and the turbulent and mixing fluctuation is strong, the oxvgen will be rapidly added to the waters, and the water quality of the reservoir will not deteriorated. The nutrition depends on the concentration and demurrage of the nutritional salt. After the gate is added , The reservoir is an incomplete annual adjusting reservoir with the capacity of 32 million m3.When the reservoir discharae sediment during July to October, the nutritional salt, oxygen and phosphorous, accumulated in the reservoir will be discharged as the sediment. The concentration of nutritional salt will be reduced. Germanv and Holland defines the normal nutrition as COD = 5 m.g/L. The COD concentration in the water of Weihe is 3.3 mg!L, and will reduce by self-cleaning. So the water of the reservoir is poorly nutritional. 3.3 Analysis of environmental capacitv of waters The organic COD is selected to evaluate the environmental capacitv of waters. The calculation mode is as the following. W=----((Cs-Co) X V+KCsV-CsQ) At In the formula, W----environmental capacity of waters A t----davs of dry season Cs-----the water quality controlling parameter Co----the first concentration V----the safe capacitv of the reservoir Q----the adjusting discharge of the reservoir with safe capacity K----the natural decrement of the pollutant material See the parameters selected for the analysis of environmental capacity of waters in table 3-1. Parameters of Analysis of EnvironmrrentalCapacity of Waters Table 3-I Paramete At Co Cs V q lK ~rsI Unit d Mg/L Mg/L I i 04m I n3/s Values , 30 3.3 15 54 16 26 Cs vajue is a,>iie- acc-r Lng ,o he "env`zrce^- groundwater" G.4B38338-_8,^lass I 'Te calculated results indicates that after the projecz are Ar-.Iseer -- ne reservioirare filled, the oer;iitted e-nvironmentalcapaciry of ie -:-e :z _: I :zlarge-t-arn totl C"ODca)acitv, 7.41' d, cf:he wa-;= .eans z.;e gate-added engineering wiil improve the water .u ;_ a arge aevrce. 3.4 Sediment effiectson the upstream and dowmstreamof the ri-ve. 3 $. l ediment effects on the upstream of the river -Weiheis a silt-laden river with 67.06 kg/ir3 of the men _e-ei _r;-cn .rat onr at >ianjia inyd±oicgicai stt-cn ,, _,_ m,a peren.naisediment -runroffis 161 million tons. The sediment runof-rg 'OIo season is about 2/3 of annually total. According to the characteristics that Weihe ,s si.t-laden and the engineering condition of the V-shape Linjiacun reservoirs. the reservoir is designed to operate as the mode " fill ir. the ciarity and d iscnharge the -Urbid" Out of the flood season. the reservoir shouid fill ir :-:e --ar ;ater, and in flood season, the reservoir should discharge the sediment with -the lood discharging. The silt and discharging will alternate. Because the lower 0 "dsschargi egFi6re1shavesstr 5gida7iiil-tW,-the'osiocfca-e SHt" of the dam will lower by the source-flushing. The source-flushing will develop to 4he upstream combining with the road-flushing, the silt a. damn ront and library postlude will be rapidly washed away, and the gracient of the :`ver-ed will be steep. So the library postlude-rising is not serious arn :-" ee te upstream riverbed little. 3.4.2 Sedimeneteffects Onthe dwns+r-ea river. Now the channel head of Baojixia is overflow de---, can -_o-as water of -he river. So +hedan overflows recuently a-rndt-her EVee e- so. o its at The - swstrearnof the da. T.:e deepest 'it is 7.5m er ;^-t- H-e _- iE.. yirer. Va: nle . ~- :^-;^- Cs-*-s r ------:e2gzg z^r he gate-ac eo engineering ne water energy w:.- e :ze: >v zend sluice an5 the lean bu.cKetlib, and the wazer wL _e siar ; ,. Acc.or1nngto s:eoperak.on condiion oI tne reservoir, tne vaxer-- w s-WrZs Seas-r, ' ezEne wisored Sink r s ,--.s s -a -r:- W:_ vasn he zown.stream r,ver. Durng the ficod season, c0 -,;a'n s iign, and The downstream Mverbed -,v e i:ae . s -wasnn- ano silting will be alternate and finally get to balance T ^r. gae-_ ac;oe_ e au'.eer:g w1 :nnuence the downst-eam r:ve t;e 'e ~e-ean oeren-nei'ai ru1oCffis 2.4 billion M-3' at 5 :g:zai Z'a::.. x-e .C.easeo aoxus:ez water-s SCnu.zicnnr Z.or./ o_ : mlea oe.r.nial .n,zr.aoff In , after the consm ctizo ::ms:-e, 7n% _f -r.cf is 1.233 billion m', the total diversion is C.342 biion . o;, abc:_ *. of rinetctai -uncff. '-.ere is no obvious zc2ange 0: tte ors-hre sw ir. r.anury.zeelruary, September, October, November and, Dece. m-erd-g w::cn nee:-paC,:y of filling and diversior. s large. See in -abl- >2. - anrAgate-added engineering will only increase the diversion-i :^o reason have no influence in dry season. And by the adjusting of the reservoir, the doscharge eowwlimcreasl e mir e sasnd l ime projeit.wll not .iluence downstream ecological envirornmentand will improve it. Analysis of natural runoff and diversion Table 3-2 n,ut: ' U rr; Monthd | Existing | _ 03 ______| Natural runoff Diversion Natu-al runoff ve-sic. ______6 9 29.5 2S978.0 4245.; ! R. 2 ! 7089.9 3727.0 5773.85 124- 3 0i789.4 385.0 ____ _ 4 i45,10.4 407.0 I 1403.5 18872.3 I73.0 S). .: S , 1 8155.7 305.0 .. - 7 ,3la2 6,78.0 :057.- 8 I 35744.1 2'46.0 'f15 I 52."I___ 41554.9 6353.0 82506. .. 1 0 2'9959.1 I 410.0 10 55.f :1:5: :5882.1i945.0 : .57: 1 _8646.6 36 9.S , _7 _ _cta 1' -n; 24.00 2.62 1. _.3 onstruction effects on environment :Ie Proiect is an improvement engineering, c:nistss ^ :a < -- ea' -; -e~ve w . g idcles, ;ower disca ging holes .- reccnstruct:on. '-he worKingarea is concentrated. See the z_.sw-^_:U1 _n _ 3.5.' ConstrtiL n effectson thedive-sion 4rfo: e ..r:ga:-z Ihere are three stages of the river diversion with secticnai we-s , the nrsz stage and right weir, the right lower hoie will be -nor.sruc:ez,e -ver water will be discharged through the original diversion :;unmei an_ ^.e ot-her sections of the dam. In the second stage, the left lower holes and irrigation gate -;$-- hole-willbeconstructed; aconcreteweirwill beapplied, and the riverwater-will be discharged through the original diversion tunnel and the sections of the dam right o,the left weir. In the third stage, upstream and downstream we.rs will be applied, the dam sections with the middle holes will be censruotz :e:cw The elevation of 622.0m, the river water will be discharged through.the Ief: ^n glhg: lower holes and the original diversion tunnel. During th-e whole. or.s:ucon period, the original diversion tunnel will be applied for irrigatio=. :-e :uan...v and quality of irrigation water will be assured. 3.5.2 Waste water effects or the water cualty Ofth-e rive-. The waste water of ccnstriction comes for. was;-ing t'-e- ,g-=g-e concre-e and rnaintenance -water of _ie cnc,rete.Intiewa::- SiC 4 >-^Ca', sA.?; and fkcating soiids, an_ rnotoxic soluble Sate-:^ Th4,econcrete mixings au ;.,.e Yvas-.ewacer w1li oe discharged,e to `rVe.-e. ^ :z-n:e:e c- I5.3 :-ousa-nd n-', -he .cnthic maximum Stensityi ,- _a:CJ_-C as 4.5 -5 of water needed :or, ±nin ngea:ir.- sancsz--e. he mnonthly maximum =isCharge o the muZdy wate- :s l:' n e-: -a1en. w 0.02 n9 /s, and only abouz 0.<% o`.':e ier _.-e o^`nheconstniction waste water is iess, and infliuence te envi'-_.:I - Ti.e lives waste water comnesfrcnm eating, d--innmg, , an^.2 cr.,-n-. anc e^ntentssrganic suoSta:ces,Si tnteSiCsc -¢~: 'YiiZe-a oeooie.t? C aicuIated as 50 _' ;er ca-iTZ aach zav ._ :n a wa:er cO,e discAharged,the daily dischaargedof the waste wa:er- , :-vis. >eOu_^ .e idiscnarge of the waste water is less, it can. cii te ::e e--,-:-=Ce. an:ccause diseases. 3.5.3 'Waste sotid effects on environment ne waste solid consists of engineering solid ar.d lves rubbi:s. The engineering waste solid comes from cutting the siope at i.e both banks of the dam, excavation at the discharge lower holes, irrigation diversion holes, the foundation of the dam and the power station. The total waste solid is 94 thousand m 3 . The waste solid, which comes from treating the unstable rock at the left bank, the excavation of the right abutment and the fractures at the sections of the dam with middle hoies, is 46 thousand mi3 , ar.d -w ,e cia-e to the terrace at the right bank, 200m away from the junction of Taiy he :o:Weihe, and lower than the elevation of 605m. The waste soli ,whi.^- ^es from cutting slope at the left bank, the foundation excavation cf nheiowe. h5les, diversion holes and power station, is 48 thousand , and -w" oe gacro terrace at the left bank , downstream the fishing biank, a.n=Ce bezween e evaticn of 505m to 510m. See gramh3. The elevation of -te riverbed of Weihe near e was-- ;:arK - DI- . an te iG _dtfthe river is ICr. ot of,a.CC__i. :_r5_._. the W1ii sunpiemnentwater -or tne otner four reservoirs in tne :rriga -. .- a :cc season, if smaii flood happens, the jower rhoiesw:i; :s_care -- a_ me=i, and wi1 not inf.uencre The stabili.ti of waste zzt"_ : -ver .s sc wile. f Iarge flood happens, the miiddie -s r.X`w zsc a7-e:-_. a.na w i. submerge and wash the terrace on the beach, the stariliy c. tne -waste solid vard will be influenced. According to the eighteenth clause of aws of water and soil protection", -he waste sand, rock and scil --ann -0e_ r-ez. ...e -rVer, and the naked vard for the waste sand , 7oc:c 3n:S_ _:i o :ez *i'Vian:ng trees a-a grasses. Sc the sioee prctecton we,-._s e e.n-a:e- Hr ;:ez of the left waste scUd yard. At the right bank, nas= rv s±c'ZeC,rzzeec;= shouid be built using the medium roc'ks in Lhe waste sciid, and the waste solid tara srlouia 'Deleveied with backufll, and trees and grasses Mxust e pian;eo -or the protection. The major life rubbish are Ifurnaceslag and people's feces. T:_ ^ .ce slag will be placed at lower field, and trees and grasses -wii be Diantea' after backfill. The other rubbish will be collected to rotted manure, and will not -imffuencet1hie-iiv-liif t -ifle proper ffeld iS selected and proper treatmenIS applied. 3.5.4 Construction waste gas effects on environment The major waste gas of construction comes from dam slope cutting, blasting of dam foundation and middle holes. The minor is the toxic gas and mill dust of the off gas of the vehicle and the fuel oil of the construction machinery. The artificial drilling biast is applied in rock excavation. According to the monitoring in the construction of Longyangxia project, the density ^f MilI dust is 40 g/m3 while drilling dry pores using air drill ( 20g/rn3 for wet pores), ard 8o-og/m 3 wtwhiledriiling dry pores in foundation pit, and exceeed -:near quality standard of environment of GB3095-96. Some local mill dust of envirn.mental air during czns-c:izn execdeer the stz..- ad is 'armfi to the health of "meconstrucdion wcr-•ers. _o works should be shielded. Some toxic carbon monoxide an:dn-iz.ren Axize W, set ofF-with the soil and rock blast. Because the blasting is near _ar.ahe ic::. work :aces exposes to the natural environment, the constructior, worKsa-e :ar from .he work face; and the mill dust produced by the i'nsant bleast wil .e b1owed off to the downstream plain by the gull wind, the miil dust will influence the environment only instantly. The toxic CO,C-H compound, and NOx etc. produced bv the 5_.el f:e-zf zcnstr--;c.n. :nachnnery and the off gas of vehicles wi 1: zc_:e env:ronnmentoecause the amount is less and the toxic gas difuses -aic.X;. 3.5.5 Noise effects on envirornment Tle noise comes from the construction blast, the machinery in {re auxilierv factories and the vehicles. The living quarters lies on the terrace 625.0m west to the cottage of Taivin, and 600m away from the blast position. The noise will not poilute the environment because of the prevention of the mountains, diffusion and fading in -he-air ofthe soundwave although the noie6leverrshigYh.See tie n6i-se1 eVe"sof` the major construction machinery in table 3-2. Noise level of construction machinery Table 3-3 Machine Air compressor Crane |Earth mover Agitator Noise level 88 88 | 96 38 Total noise level of the machinery can be calculated as, L> .Olog( I Io0""1 ) = '7.' dB The -eal noise level will lower than the a'ove _ :e-e :i :-e machinery wcrk simuitaneousiy. When the noise sounrd :ne area .r -:he wave front will increase, the sound ener2y-v ::. an:z e s.ur. 'nt-ensitv wii decrease. The noise leveis are caiculat -± ::e ce:_-': ef --e decay distan.ce of thfiesound source and te ae^y!::C 7ee . -4 Table 3-4 DisianCe;,m) 10 20 40 !60 1100 'c Sound 76.8 70.8 164.8 62.8 .3 49.3. untensitv(dB) . See i:starmceZrc the -noisesource to the fluenced &oecZ-on Za> -5. Tabie3-5 Objects position Office Hospital Living area Tai v! cottage Distance t m ) 250 400 '1300 400 According to the Comparing the calculated noise £s:y 4, ne influenced area to the " noise controlling standard in town area" 2 =-3C96-93), the machinery noise hardly influence the works and rests of the people. Between te hospital and the noise source, there is a office building and dining hall preventing spreading of the sound wave, so the noise controlling standard can be met at night. The sandstone yard lies at the beach of the left bank, 3r)m -;:w.Istream the dam and at the beach of Qianhe, 20km downstream the dam. - san_ ra' stone are supplied from the rock quarry of Yanjiahe,25 km.dowst7-eIl-7-e da-=. The other construction materials can be supplied from Baoji C'ity.So +-.eoens.:y of the road transportation will be high. See Thenoise ieve, f veii1e - ._ .e 3-6. Tanle3-6 Tvnesof vehicle Noise level ol mrax:in= a:ze --- Truckof 10 -ons Whieel;ractor ( 44130W) seriousiy influenced cottage is Taiyin.. espec ai -. we:I *.ans,tat.~on will influence the sleeping of the local peopie. - - rran nealtn in tne cnC.structncnperio ^e .foilowingfactors must be pay attention, the nntgi,n-,c -S ze:S co-.- :ed,the -uantitv of the peopie in -cnst-uct:on area^ -e:. vf -.-aIt:.s, pulmonary tuberculosis, cholera and dysent-ey etc. wh" e - e --ea because he people are in different levels of ^_tuze a_ L.e -.sease spreacing hanpen to a Drooer en-vironmr.ent. 3.6 Analysis of the effects on environment Bacjixia iricgation project is now the largest in Shaanxi 7-,vce.T.e irrigazionarea is 194.81 kha including the two systems ze a:ea-z- =CC piaZeau-beiow. The area of the plateau-on irrigation district is .2'. Pa,and ute area of the plateau-below irrigation is 702kha_. 3.6.1 Review of the effects on the irrigation district According to the analysis of the data of irrigation of 20 years, the improving the environment is the main function of irrigation. The first, The irrigation has increased the capacity of combat natural dry adversities, and offered the people in the irrigation district a stable labor and living environment. According to an investigation, the yield of the crops is 2290.5 'kg/ha, and --se to 9945 kg/ha, four times of the former yield. The second, the irrigation has improved the ecological environment of the dry loess -iateau. 3efore e :rr.gationproject started working, there were few trees on the Olatea" - :e. wate- came, the enivir.onm.ent'ecome advantageOUS5oe, rCees-'' :3'^-. -- mks of:he channel and " about ,he fours" . According to -thestatis; :, tes f ocscl:,res_otal "lave planted inieen t.he a', . -e -~~ ird:sditricgaion..a nseniLtothe :crest zover or0 itrigation district has risen to 8.4%from4e 2%. '^e .7 as reen rez-ced, and the local climate has been improved. T.e irrigation also have negative effects on the envirn=ent, an ,-, .nator 'S.na_::-e -7nergroundwate levei rises. The average eobez --e .. n:e:_ :unawa,_r was `5.41m , the minimum was : a.d -e na~n:m was i 28.4m before inigation. Since the irrigation started in 1971. Lhe unae"Zround water level began to rise. By 1985, the mean embecdez ze-th of the u-dnaerroundwater in the district were 37.2;m,and -he undergrzu1n vater -.-e.:-aC -ser. 1 .,1m annually, :n lower.eas, n_-g.: ::r. anG sometimesnaked undergroundwater appeared Locaily.Accor: o Iz:-e .s.taTPicfrom Baojixia management bureau, the area of -he naked underaround water was 39 ha in 1980, and developed to 1684 ha in 1983. Srince R3 sx drainage system, Duanjia, Zhaogong, Zhousu, Zhaozhen, Dianzhang, and Dizhang, had been built, and the area of naked underground water has been controlled, reduced to 390 ha in 1989. 3.6.2 Analysis of the influence of the irrigation' compiement of tfhe reservoir on the environmenL (1) The water shortage of the plateau is great. After the gate-added engineering finished, 80 million m3 of water will be complemented to the plateau and release the water shortage of the irrigation district. According to the irrigation experience of the district, the irrigation can greatly increase 'he yields of grain and oil crops. While the gate-added engineering finished, the reservoir can complement water, the peasants can irrigate at proper. t:me, 'he agncaltura2 yield will be high and stable. the ecologicai environment will e improved as well. (2) According to the monitoring data of the water c:aiiy,a -e wa-er .ua. .7y at _L-jiacun hydrolog-cal staticn can m.eet e o--r a _ sta n-ard of ^.ass i >cf grourndwater. The water Xuaal;- fe lfox :es-ir hi~edis:r^-: canm-eet the en=ironmental ,uaiity stxanddar o ^:ass Ii of g,-:n wat:. AQ_3-mgto th, ;eate. quality standad of ii;,atc., l.L.e-.,-ai - he --ncerro-unc water in the district also can meet the s;an,r. fo-+.a:i? The wate- of -aiitvthe ischa-ged water of the -eso- zi- zav e?f - e.,--:rAr'.e: standard of groundwater aczcrding -o -e -eview o: -e water :uali-v; o' he reservoir. So it can ze forecasted that the -water -^ t-e ae Aaaez reser';zir will not deteriorate the undergroundwater cuality and the soil in -, -. . c¶ . , jne _.: c 3 3^ ;.Tereservoir will increase 30 million m o'o-f wzat tne -'n t:on e :ateatx. and abcut 23.8 million t :he wVa:e- ;:-. e-e un_.Re-7CoUncwater according to the analysis of the a-ahydrolgical ecgigcai conc. nns of the district. Because the underground water will be Increased, the ,ccta 'iseharge wili increase. Following the flow direction o-f the _ .e u.. water of -he district, from northwestern to southeastern, scme of the increasec ischarged water will flow as underground runcff, to _.1_ele.- the overexploited underground water of the irrigation area below the plateau. (4) The underground water level of the irrigation district on the plateau keeps rising perennially, and the complemented water from the reservoir will greatly accelerate the rising speed of the underground water. According to the analysis and calculation of the existing data, the perennial increment of the rising speed of the underground water is 0.24m. The environmental problems caused by the rising of the underground water level concent-ated, accordi.ng'G the analysis of the land form and geology of the district, in the bottom lands, such as Duanjia, Zhaogong, Zhousu, Zhaozhen, Dianzharg and Dizhang, etc.. (5) The salt content in the soil in the district is normally low, and no salting stain has been found while investigating. But the acCuL.uUatizn o^ sa; in .. e surface soil appears at Dianzhang and the two bnar oNihe &l- _e --e - s;n- v:.ne . de-g.ouInc water eveL wili oe acgeleratec zy ne - . 11,e-_eeservoir, ,he land In the b areawttom are ocss.oe :-n t- se_rreatrca. aiamne+d -ae n yst *"must oe o- v-_z:-:n zvr;_ __ N IaDI"i-_W lens,fo ir ovr,nEen, r "c'° a v-easuresrer ua;e- source protection ' Before- tne reservoir being filled, the foundation =-_st. e ^.ean arc sterilized, and the trees and grasses must be Cleaned off to orevenvion the eli u arntmnateriais and bacteria on the 'ottom ofthe rese.rirvi.rfrnt ociutin :te warers. ^ ^e orctectiorndsc. Ct, -.^Iwater source must :e'c:e :^-e 3o0i!anz materials from flowing into the reservoir. ,i The layout of water source protection of 'Weiheshouid we pr^ceeded. ..d some policies should be impiemented for expiolding ana using zhe wazer source reasonably. The "three waste" discharging should be limited following the -rinciple " who pollutes, who remedy". 4.2 Measures for water and soil protection The area is low loess hills west to the reservoir, with deep gulls and steep --=- -{slopes and-poorvegetationr cover. Thei wate"ancdFsoil loss is- seribThels - erosion module is 1200-1500 t/km2. So the water and soil protection should be proceeded at the upstream of the reservoir to release the har. of the water and soil loss to the project. (1) The flat slopes with thick soil layer near cottages should be and built to be horizontal terrace. Ditch and ridge culture should be deveioec in,t*ne field which can not be built to terrace field. (2) The slopes far away from cottages, with the degree ofthe slope mr,ore than 25 and thin soil layer, should oe returned for far-ming 'o ^_rest. e csaliy planting grasses is effective with little cost. (3)Ir. the area of low hills, economic forest anL-`w-wc. f_re ^' pianted. 3-ushes with deen root sc '.ildoe pianted i zie -t-e: _reven, i SL: 4: u ieasures ^or environrinn pr;tecticn du-ing 2: 'The sanitary protection area should be divi_-ez _^- - os:;. -cnm tfhe'ike-dam tLothe elevation of 61' i, an -, Qc,,nz:_- CO-_r ;ne Jawnstrearn river.In the area no waste solid ca - be : -?e.Ana the discharging orifice set for the living waste water and ind sa was.e svater sho-,A be out of the area. Z) According to the laws of water and soil -roteCt-il, th-CW-aSte s3!io oun:a:onStt n.c:n can not oumrned Intorivers. The t wa,:r :zI - ::c.:~e: zy~v-otecting the emcbanment anc-S Si -.- estaouization of the slopes to influence floods flowing. 3 The vegetation cover of the construction area shouid `e r-ecver7c= the area with destroyed landform and vegetation cover, water and soiuprztectaon should be oroceeded or cleaned to farm field. Especially the wastLe atenias ar. things shcuid be cieaned off, and in naked land of sandstone yad, Pand,t-ees anc grasses shouid be planted to prevent the water and soil from losin-g. (4) The construction blasting and the transportation should be arranged at daytime. When entering to the living areas, the vehicles should sl^w dcwn with no screaming of the homs to release the disturbing the environment. (5) The sanitary and medical organization should be established, and the sanitary knowledge should be publicized. In the period of the infectious diseases, preventive drugs should be taken to prevent the diseases zm ccc , g arn spreading. (6) According to the clause 15 of " laws of water an,d s-i! -rc.ec o" -f China, the facility Of water a.d soil prevention for a new projec. m-st _e designed, constructed, and applied to use as well as t.e main 3Zr_zo:es. When -he gate-added project of 3aojixia is being checked ,-rO c l;e;:Cn, : e wat,e ^r.s a i- :7z7_ -_--g_.I Cenrs-^z ea ,,:n": ?0zzV-- Olegnee.r --- _77:Z^^- ^ e^-^_-1 : .JaneC7'Siy - v;easur_s for conr.ro;llng .. e - s.ng ofrre A- - - _: -t- :e ' ' e zra-.1age system -n'he sEx :Ct-: -eas qe-n'-e ~o:u:~n:mrzvd odischarge the "ak-e- wa-er. 'n .he bottom areas where the denTn o: :_e : : a - u,iin 'm, we:s snou` oe W±emain 1rrigatione-ui:mene as :n:e. :e as c ussing, :o 'revetswamping in their2 (3) In the areas of silted plain and the bottem lands betwDete-er e . aezt-i- of -.e underground water is normally less th;ar, -2am,we_ls _._ thann.s -3;0lc ce used og_ether,the wells can substitute -he dranagesys;e.s :eeDs -: oe: re e-_-.- water Leveisnabie. -nn .e areas bess nfoiateau, :he depth of the _ e a .. ,. a: - >m. sfand :ne maximum is aocut 100m.Because the weil .sat_- :cst 7=re ~a - l:rgati^r.,the chanrel irrga2ts.. s,culd '.a - prevent the underground water level from rising. ( M'n the areas of bottom land easy to be inundated, t-ees sh^ oe. planted at the banks of the roads, channels and discharge dit:hes, :o oo,mcte :-e plant drainage and improve the ecological environment. 5. Investigation of the public views The investigation of public views is a new investigation form for *e-ivironmentaleffects of a project.A investigation was also arranged to find, objectively and really, the views of the public to the project. 5.1 Investigation time First time, 5/24/1995----6/27/1995 Second time, 6/18/1998---6/21/1998 5.2 Investigation areas (1) All the towns relevant to the reservoir (2) All *hecottages influenced by the reservoir submergence (3) Pingtou Town at the upstream of the reservoir area '4) Linjiacun at the downstream of the damr 7(- -"anag -+-:- - -,P+USaXv.iie m;~v el head vx - w_j ia 5.3anvestigation objects > 31-Nezutve unit ~i 'Tcx government 2) Czttage committee (3) M station of the channel head .3.2 Puoblic i ingiineeringimmigrates '.r-'.uenced population J3)-eople in the settlement area IA'; Staff of the channel head ,.4 Investigation forms t 1) investigation meeting By the supporting of the governments and the local leaders, the investigation objects were invited to join the meeting, and the designing, construction layout and the purpose of the project-were introduced, and then the objects expressed their opinions freely. .. ~~~~~~~. -- 2) Executive form According to the designing documents and the construction plans of constructors, the views on the project of the local governments and the main leaders of the management unit were requested and collected. (3) Random investigation The status of the project was introduced to the local people in the influenced areas, and the people expressed their opinions. There were more than 80 people investigated. The res_lts vf the investigation was very good, and reflected the main anitz-ae .o the proiecz. 5.5 Conclusions of the investigation (1) Tlhe local people concern mucn about the gaTe-added pr^ jecr of 3aoiixia, and hope it constructed as soon as possible. () The immigrates emphasis their own benerrts anc£hse' o r rcrve :oeir -;ig onditions by the removal. They pay much attention :o 'he compensa:z`n Of mieremoval. ,3) The immigrates are satisfactory with the arrangement of their living and laboring. (4) The people in the cottages hope adjust the industrial structures by the 7emonoal.and express their will to improve the environment. 5) Th'^estaff of the manage station of the chan-nei:heaa hope -o .ncrease ,te:r *ncomeby the construction of the project. 6. Conciusions of the review (1) In the area up the Baojixia Narrow, the water quality can meet the class III of the " environmental quality standard of groundwater" C-B3838-88,and will not decrease while the project will be constructed. (2) There is no environmental and geological factor limiting the construction of the project. The construction of the gate-added engineering will not seriously influence the environment and geology in the reservoir area. (3) The construction of the project will increase the agricultural products and benefit of the irrigation district of Baojixia (4) In the period of construction, the influence on the environment is little, but the environment protection in the construction area should be done we'll. (5) Tne influence of the construction of the project is great on the social environment. There are 841 to immigrate under the immigration clan. (6) The investigation of the public views indicates that people are support the project and hope it be constructed as soon as possible. Water Quality Monitoring Layout at Midl-upstream of Weihe 'I'he Basinof Midstreamof Weihe X/ tR Water Quality Monilorinig Layout '-I~~~~~~~~~~~~~~~~~- 0 ~~~~~~~~~~~~~~~V ;symbol,tXi WvaferqualiV monitoringsection .; /t ws_j hydrologicalstation Q K9.j A Aotendix VIII _":3 0 XU -3ia_d aId 3a-" , Environmental Quality Standard for Surface Water (GB383 8-88) No. Standardvalue class I III IV v Principle requests All the waters should not contentthe following subs causedcnee by urnatural reasons. a. which can sink and formtore deposit. b. floating things, such as chips.floss, oil and others causing badsensory reeling.. c. which can produce tore color and odor or turbidity. d. harmful. toxic, and bad physiological reaction to human. animal, and piant. e. which canbreeding tore aquatic organism. i Water temperature C The artificial water temperature change are limited as. Meanweekly rise in summer< I ______Mean.V_ weeklv lower in winter < 2 2 PH 6.5-8.5 3 Suifate <250 250 '50 250 250 4 Chioride 'I <250 250 I 250 250 'C Soiuble iron <0.3 0.3 0.5 0.5 ° - htai man2anese S <0.1 0.1 J.' ,.' Totaicooper <0.01 : .0 1.0 .O _ otaLzinc 0.05 1.0 1.0 2.0 .0 9 Nitrate <10 I 0 20 25 10 Nimrte 0.06 0.1 0.15 1.0 1.0 11 Non ionic nitrogen 0.02 0.02 0.02 00.2 !2 K nitrogen 0.5 0.5 2 2 I3 Total phosDhorous 6 0.02 0.1 0.1 0.2 0 ._ T I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ;4 Pernanganate index 6 2 4 6 8 10 5 Soiuble oxvgen Ž 90-% 6 | 3 2 i6 CODCr <15 <15 i5 20 e !7 BOD5 <3 3 i 6 l0 18 Fluoride <1.0 1.0 1 1.0 '.5 1.5 19 Selenium < <0.01 j 0.01 | 0.01 0.02 0.02 20 Totalarsenic 0.05 | _ 0.0S 0.05 0.1 0.l 21 Total mercury 6 0.0005 0.00005 0.0001 I 0.001 0.00l 22 Total cadmum S 0.001 0.005 0.005 0.005 0.01 23 Chrome 0.01 0.05 0.05 0.05 0.1 24 Totallead S 0.01 0.05 0.05 | 0.05 0.1 25 Total cyanide 0.005 0.05 0.2 0.2 0.2 26 Volatile phenol 0.002 0.002 0.005 0.01 0.1 27 Fuel 0.05 0.05 0.05 0.S 1.0 28 Cationicsurfct 6 <0.2 0.2 0.2 0.3 0.3 29 Totalcolibacillus 6 10000 30 | Benzopyrene 0.002S 0.0025 0.002S Quality standar-dol'gr-ountd water- GB/T 14848-93 Cfassit~'ing paramieters ofground waler- of S&andar IausIII Il V v I Color (degree) n<-2. 2 2 Selada onon oNo nio 3 Turb c-itdgr-c) A~31 >I0 4 Visible substanices no0 No No No nio 5 PH (1~~~~~~~~~~.58 3 56.5.-. 8-5--9 55> 6 Toialhardncss( aCooi- mg/kg I.)0 30ouIo ~550 >550 7 Tota-~lso-lubesolid tug/VkgI .. ~S.- t 00>0 8 ulaengk ~ 5 9 >3350 9 Chloridc In/g -l I nto 2.no t-3iO >350 io Ironi lig/kg >00>0. I>1.5 I I Maniganicse nig/kg -t. Uo 0 O- 0. I (t>. 12 COPPerm/g tu 0 in ".0I>. 13 Zinlc mgkg,0 (5 o Z)-i. 0 >. 14 M Lbdiiun tuig/kg .o ot ol. I0.5 (1 , IS Cobalt- m1g/kg 0l. %u1). th I I >1.1 16 aolajleplicuiol 15i/k,g -. uItout 02 0ii (II >.01 17 Cationl surf'accscour-jig agn ), 3 (01( 18 Permangartateindex tuig/kg :-3o 0 1(1 >1(1 19 Nitrate illg/kg 2.0 o1.1 >30 20 Nitrite ilng/kg Ii. (MiDI (ll 1(20. ll >0. I 21-- Amm_-onia1-2nitrogeni IIg/kg t, Wo %o.'~(. >0. I 22 Fuoride llivkg 1-.0 I U Ci 0o1.3 ;- 23 Iodidc u/g ~ .I. 0. 2 <-1. 0 >2.0 24 C%anlide nag/kg 00O)i aB.iiI (t'/l >3.0 2 5 melrctir~ mug/kg o. oo(O5 1). KRioi(0.0. (XII ()I.0 >0.I 26 arseniic muivg/k -o o. I . >0.1001 27 Selenium nmg/kg .0). DlI O. 03 ... 0DI). 1 >0.0)5 28 cadmiiumi mgk 0 (81o. (81I (1111 •0. >0.0 29 nchrm mig/kg It).0iM5 - aD tI- 0(5 ~ 0. I >0. I 30 Ledngg o-- DoS-- o. (II. 0 I>. 31 beryllium aig/kg :z;~o.Img0021 4§.10001 <:0. (Io)0o.o)I >O.001 32 BaimNgk o 1C.3I( 40>4.0 33 Nackel mg/kg (a ~ t0.. A. on t). 05i •0. I >0.1I 34 BHIC pg/kg8t,0 9DJ). It.(01. 0 >1.0 35 DDT Pag/g -•0.0 •0.5 •.0 5. 0 >5.0 36 Totalbacillus coli 30•tt •3:.0o I00 >100 37 Totalbacteria •10I(10•10I1•100 >low0 3~Total a radioactivii) Bq/L -0. 10 Chloride 250 I I Sulfate 1.0 12' Total mercury 0.001 3 Totalcadmium 0.005 <~~~~~~~~~~~~~~~~~~~~~~~~~~~ -' Total arsenic 0.05 0.1 0.05 '5 Chrome 0.1 16 Totai lead S 0.1 17 ,, Total copper < 1.0 '18 Toal zinc 2.0 19 Total selenium 0.02 20 Fluoride I 2.0( high nitrogen area), 3.0( normal area) ! .Arsenic 0.5 22 Petroleum 5.0 10 0 23 Volatile ohenol 1 1.0 24 Benzene 1< 2.0 f", Chloral _ 1_01.0 Tos 0.5 6 1Acrolein 0.5 27 Boron < 1.0 for crops sensitiveto boron, like potato. true squash. Chinese chive.onion. citrus etc. 2.0 for boron-tolerant crops, like wheaLcorn, green pepper. pakchoL. Wel.cesh onion, rtc. 3.0 for boron-tolant crops,l1000 ricc, 0c.mdish cabbage, _28 Colibacillus 6 10000 29 Ascaris spawn _ _2 Environmental quality standard for salt (GB 15618-1995) The standard is implemented to execute " laws of environment protection of RPC ", protect ecological environment, safeguard the agriculture and forestry and people's health. 1. Topic contents and scope of application 1.1 Topic contents The standard defined, according to the soil applicatior. unction, protecting objects, and the major soii Chlaracters,the highest -i tteA contents of poilutantsubstanrces and the monitoring methods. 1.2 Scope of application Tie ^Sanard can be appiied for the soil of farmniand,-iege:ale n_--1, .ea field. it land, forest land and natural protecticn disr.ct. 2. Terms 2. Soil. is -he !oose layer on the surface of the earth whe-e g-eenz:a live. :.: -.i or. exchange capacity of soil, the quantity of cation absor-ed OSvhe soil ciloid with negative electricity, measured as the totai moies Of the cation co Desubstituted in 1kg of soil. 3. Soil environmental quality classifying and standard grades 3.1 Soil environmental quality classifying According to the application functions and protecting objects, soils can be divided to threeclasses Class I can be applied for the state-defined protection district(except for that with high contents of heavy metals), collective drinking water source area, tea land, herding land and other soils in protection land. Tne soil quality keeps the natural background level. Class II can be applied for normal farmland, vegetable land, tea land, herding land, etc.. The soil quality is almost no harmful to and -oiiuLing -he plants and environment. Class MTcan be applied for forest land, soils with higc cnents -T poilutant substances and high background values, and ;he farmla near mineral ore (except for vegetable land). Tne soii quailtyU2's iS -^ n liarmfuito and poiluting the plants and environment. 3.2 Standard grades -rade 1, is the limited value to protect the locai -a.ra. ecoiegy an' ieez the soii environmental quality with the naturai background. Grade 2, is the limit values to safeguard the agricuiture and the people's health. G_rade3, is the limit values to safeguard the agriculture and forestry and .he living of piants. -. e eiasses oi'the soil should submit the grdes as the foilowing, Class I submits grade 1, Class II submits grade 2, Class iII submits grade 3. 4.Standard values See the standard values in the following table. Standard values of soil environmental quality rades Grade I grade 2 Grade 3 PH value _ _ _ _i______Background <6.5 6.5-7.5 |>7.5 >6.5 Cadmium < 0.20 0.30 0.30 0-50 | .° Mercurv 0.15 0.30 0.50 1.0 !.5 Arsenic wet land I 15 30 I 25 20 I 30 15 40 30 25 dry land <_ 35 50 100 100 ! 00 copper farmiand - i 150 200 C0 fn: it land S 35 250 300 350 lead 90 250 300 3 5 . chrome we: iznd<_ 90 150 200 250 arviana < ; 20 250 300 zinc S , 40 40 50 50 nickeiI 3 HC S 0.05 I 0.05 , DDT 0.05 0.05 .. Notes: (1) Heavy rnetals and arsenic are calcuiated as element, can be appiied for the soils ;iththe cation exchange capacitv >5cmol(+)/kg soil. and half the value in .He-aile -nould be applied if the cation exchange capacitv 5cmoi( -kg soil. ^ Values for BHC is the total of four isomers. and the va ue for DD .s the :^tai or four derivants. (3) For the soil environmental quality standard in wet-drv rotation land. wet land .aiues is applied for arsenic and dry land value is applied for cadmium. .~~~~~~~~~~~~~~~~~~~~~~~~~~~~