Determination of Thermal Stratification and Its Effects on Water Quality in Dams Using Analytical Methods
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World Bank Document
Keport No. b34-IKN I .a 0 ____a lidi I U ,, - Water Supply and Sewerage Sector Report Public Disclosure Authorized Voliime !!: Annexes January 29, 1975 Regional Projects Department Europe, Middle E-st, and No-rtk Africa '-'I-"-' ~ ~ ~ ~ ~ PReg-ionaOffice"b ... Not for Public Use Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized LvLflt.Un,ocument I ItTI 1of 1 rFh I tLI Ic InsterntistoFnal11o II UttIIIVILI ILL, LSBank Il IIr. forI I.J IRecnsrutonF;r; WL.AAJ131.1 LJLLILI I Candr l IL Developmnto..¶VC .I.J IIILII1 1 International Development Association This report was prepared for official use only by the Bank Group. It may not be published, quoted or cited without Bank Group authorization. The Bank Group does not accept responsibility for the accuracy or completeness of the report. CURRENCY EQUIVALENTS ("-rren^y TTri + = Pi al Rial 1 = US$0.01h8 Pi ]s 1fllnffnn0no = TSMt1) 760 US$1.00 = Rials 67.75 TTqc,l nnn ,0n = Rals 7 7,75 non0 WEIGHTS AND MEASURES mm = Milimeter = 0.039 inches km = Kilometer = 0.6214 miles m - Meter = 3.28 feet ha = Hectare = 10,000 square meters or n 2.47 acres M. or cm = Cubic meter = 264.2 US gallons McM or mcm = Million cubic meters m3/sec = Cubic meter per second kg = Kilogram = 2.20 pounds Kw/H = Kilowatt/Hour Mw = Megawatt = 1,000 kilowatts Mg/i = Milligrams per liter p.p.m. = Parts per Million BOD = Biochemical Oxygen Demand ACRONYMS TRWR = Tehran Regional Water Board MWP = Ministry of Water and Power W.DTiv. = Water Division of MWP PBO = Plan and Budget Organization MGlRA = Ministrv of Coonerative snd Rural Affairs MHUP = Ministry of Housing and Urban Planning KWPA = hhuzest2n Water and Power A.uthorit.y D & R = Development Resources Inc. -
Chapter 3. Water Resources
CHAPTER 3. WATER RESOURCES CHAPTER 3 WATER RESOURCES 3.1 Watershed 3.1.1 Mountain Watershed The Study deals with the extent of 31,600 sq.km, comprised of the direct Study Area of 16,100 sq.km and the related river basins of 15,500 sq.km. Of 16,100 sq.km of the direct Study Area, 7,270 sq.km are mountainous including watersheds of Kan river located northwest of Tehran City, Karaj river where Karaj dam is being operated, Kordan river at the northeast of Hashtgerd, Taleghan, Almout and a part of Shah-rud rivers, southern foot of Taleghan mountains from where numbers of small streams originate, and southern and eastern foot of watershed of three rivers of Qazvin plain such as Abhar-rud, Khah-rud and Haji Arab. Related river basins of 15,500 sq.km comprises remaining part of watershed of Shah-rud river between Shiahdasht and Sefid-rud dam and three river basins of Qazvin plain, and they are therefore categorized into mountainous areas. The northern part of the Study Area is drained by rivers of Taleghan and Almout that traverse southern foot of the Alborz mountains producing average annual runoff of 440 MCM at Galinak on the Taleghan river and 325 MCM at Baghkalyeh on the Almout river. Both rivers join at Shirkuh and the lower reaches of the stream is called as the Shah-rud river that forms one of the major tributary of Sefid-rud river and empties finally into the Caspian Sea after joining with the Qezel Ozan river at the Manjil dam. -
Summerdetail.Pdf
SHP in China Framework Design of Incentive Policies for Small Hydropower Development in China Hangzhou Regional Centre (Asia-Pacific) for Small Hydro Power (HRC), Hangzhou, China olicy is an important adminis- and natural gas. In particular, it has with installed capacity of 26.26 mil- P trative measure for promoting better accessibility and affinity to lion kW and annual generation of small hydropower (SHP) develop- local economy in west China. 90,000 odd Gwh, occupying 30% of ment in China. At present, the critical 3. Flexible development. SHP could total consumption in rural electricity topics to be studied and solved ur- be separately developed, could for- market in the country. gently are: to find out questions and mulate local grid and supply electric- Remarkable economic and social reasons that constrain SHP develop- ity dispersedly. The capacity devel- effect has been achieved through de- ment upon investigation and analy- oped could be several, several tens, velopment of SHP. Currently, SHP has sis of policy environment of macro- several hundreds up to several tens acted as vital support for socio-eco- economy and techno-economic indi- of thousand kW according to de- nomic development in hilly areas in ces of SHP development, and to ham- mand. It is capable of providing power central and west China. It drives the mer out the policy framework and op- to household, village, township urbanization and industrialization eration mechanism complying with (town) and county (city) and has very through electrification and also pro- the requirement of market economy, strong adaptability and capability of motes the regulation of economic enabling the sustainable development radiation. -
Assessment of Surface and Groundwater Resources in Western Area of Tehran Province
International Journal of Applied Agricultural Research ISSN 0973-2683 Volume 3 Number 1 (2008) pp. 75–84 © Research India Publications http://www.ripublication.com/ijaar.htm Assessment of surface and groundwater resources in western area of Tehran Province Ehsan Golmehr* Geo Community Staff (Canada), Deptt. of Geography (Mumbai University) Flat No 204, Building No 4 (Aboli); DSK Raanwara, Bavdhan, NDA Road, Pashan, Pune-21, India *Email:[email protected] Abstract At present, drought problem has been resulted social and economical effects in several arid and semi-arid regions of Iran (Bybordi ,1989). Especially, on environmental and agricultural aspects. This study area located at the western area of the capital Tehran, involves two river basins of Taleghan and Alamout, Tehran city and four regions of Tehran, Karaj, Hashtgerd, and Qazvin according to the classification of water management study units employed in the Master Plan. In this regard, long-term records (27 years) of precipitation and runoff that concern to more than four hydro - meteorological stations, which located in different sites of region have been analyzed .water production in the study area was 1, 212, 55 MCM in 2001 and despite that Tehran’s water supply is currently groundwater (40%) and surface water (60%) conveyed from Karaj, Latian and Lar dams. The area recently experienced its worst water crisis due to excessive water consumption by Tehranis and that will be further aggravated not only by the impacts of uncontrolled immigration to the capital city of Tehran along with rapid population growth but also by uncontrolled pumping up of groundwater. Appropriate measure are thus required to exploit new surface water resources, as well as the effective use of available water recourses including a legal framework and institutional strengthening to limiting ground water use. -
Will Be Distributed to the Central and Southern Qazvin Plain Through Stage 1 and 2 of New Canal System
will be distributed to the central and southern Qazvin plain through stage 1 and 2 of new canal system. Water Allocation under the Scenario-3 Beneficial Sub-Basin Source of Water Allocated Water (MCM) Tehran City Karaj Dam 270 Latian (Lar) Dam 400 Taleghan Diversion 310 Ground Water 250 Sub-total 1,230 Tehran Area Small Streams 170 Re-Used Water 250 Groundwater 640 Sub-total 1,060 Karaj Area Karaj Dam 165 Re-Used Water 100 Groundwater 775 Sub-total 1,040 Hashtgerd Area Kordan River 60 Groundwater 320 Sub-total 380 Qazvin Plain Taleghan Diversion 140 Almout Diversion 250 Northern Streams 60 Southern Rivers 140 Groundwater 1,330 Sub-total 1,920 Total 5,630 5.5 Necessity of Water Diversion from Taleghan and Almout At present, about 910 MCM of water are being supplied for domestic uses in Tehran City. Preliminary projection of future demand of water supply was made on the basis of current situations of water use and conditions employed in the “National and Regional Water Resources Master Plan” prepared by the Ministry of Energy, as summarized below: Projection of Water Supply Demand in Tehran City Year 2001 2006 2011 2021 Population (1,000 person) 7,492 8,287 9,137 10,725 Per Capita Demand (lit/day/person) 330 330 320 315 -do- (cu.m/person/year) 120 120 118 115 Annual Demand (MCM) 910 1,020 1,080 1,230 Increment (MCM) 0 110 170 320 Followings can be summarized from the above figures: - Of the present annual demand of 910 MCM, 300 MCM are supplied from Karaj dam, 340 MCM from Latian dam and 270 MCM from groundwater. -
Evaluation of the Vulnerability of Water Supply Facilities Using the AHP and RAMCAP Combined Methods
Amirkabir Journal of Civil Engineering Amirkabir J. Civil Eng., 52(5) (2020) 305-306 DOI: 10.22060/ceej.2019.15289.5873 Evaluation of the vulnerability of water supply facilities using the AHP and RAMCAP combined methods M. Sheykhali, Gh. R. Asadollahfardi*, S. Sh. Emamzadeh Civil Engineering Department, faculty of engineering, Kharazmi University, Tehran, Iran ABSTRACT: The supply and distribution network for drinking water is one of the key assets and Review History: infrastructure of any country and is vulnerable to terrorist attacks. Access to safe drinking water is one Received: 2018-11-14 of the vital needs of communities. Importance of water supply facilities, sometimes in the enemy’s Revised: 2018-12-24 sabotage operation, these facilities are targeted as strategic centers, which may lead to serious damage Accepted: 2019-02-04 to society and sometimes security crises. Regarding this issue, in this research, a total of vulnerabilities Available Online: 2019-02-16 was investigated by providing a combination of analysis and risk management for vital asset protection (RAMCAP) and Analytical Hierarchy Process (AHP) analysis of the total water infrastructure of Keywords: Tehran. The present research is an applied research (extension type). In this way, a questionnaire AHP, (quantitative) method has been used for collecting and analyzing information and the research method Infrastructure is descriptive-analytic. The results show that the main facilities identified in the city of Tehran’s water RAMCAP supply system, according to the criteria for the ability to discover and identify, the ability to reach the target, the weakness index, the index of resilience, the secondary damage index, the combined effects Vulnerability index, the most vulnerability of the Letyan dam is 0.0858, and Amir Kabir Dam with a vulnerability of Water supply 0.0779 and Taleghan dam with a vulnerability of 0.0721 are included in the next assessment. -
Tehran: Impacts of Urban Expansion on Water Resources
Tehran: Impacts of urban expansion on water resources 1975 The Iranian capital of Tehran The following images extends from the southern slopes (1,700 show how "Greater Tehran" has meters above sea level) of the Alborz expanded from 1975 to 2000. "Greater Tehran" is Mountains into the Dasht-e Kavir desert in a geographic and administrative expression for Tehran the south (1,100 meters above sea level). and the immediately adjacent built-up area. Compared with Iran's many ancient cities Tehran once received adequate water supplies from the Amir Kabir it is a relative newcomer, having served Dam on the Karaj River (in the extreme upper left of the image; the as the capital city for only 200 years. shadows of the surrounding mountains make it appear dark) and the Latian Dam (on the right of the image, above the city) Ranking among the world's largest Photo: Steve Rode on the Jaj-Rud. metropolises, Tehran is also part of Iran's most densely A RM E AZERBAIJAN N I A Clouds cover small parts of the image. To the TURKMENISTAN IRAN populated province. The latest census (1996) records a CASPIAN SEA south and west of the urban area lies a belt of fertile TURKEY population of 11 million for Tehran province, with 6.7 million Source: UNCS Source: land, which appears as green. TEHRAN in the city itself. While the city's annual population growth The joint cartographic visualization of the built zone of dropped to only 0.9 per cent from 1986 to 1996, the the years 1975, 1988, and 2000 illustrates Tehran's urban AFGHANISTAN province as a whole has grown by 4.7 per cent per year, growth. -
List of Tallest Dams in the World 1 List of Tallest Dams in the World
List of tallest dams in the world 1 List of tallest dams in the world This list is incomplete. This is a list of the tallest dams in the world over 135 m (443 ft) in height. Currently, the tallest dam in the world is the Jinping-I Dam, an arch dam in China at 305 m (1,001 ft) high. The tallest embankment dam is the 300 m (984 ft) high Nurek Dam in Tajikistan which is also the second tallest dam in the world. For gravity dams, the tallest is the 285 m (935 ft) high Grande Dixence Dam in Switzerland. When completed, a 335 m (1,099 ft) tall Rogun Dam also in Tajikistan could be the tallest, depending on the chosen design. Next in line is the 312 m (1,024 ft) Shuangjiangkou Dam currently under construction in China. Natural landslide dams are also quite competitive in height but not listed here. In particular, the highest natural dam, Usoi Dam, is higher than the highest existing man-made one. The Nurek Dam in Tajikistan. The Grande Dixence Dam in Switzerland. The Inguri Dam in Georgia. The Vajont Dam in Italy. List of tallest dams in the world 2 The Tehri Dam in India. The Mica Dam in Canada. The Sayano Shushenskaya Dam in Russia. The Srisailam Dam in India. The Oroville Dam in the United States. The El Cajón Dam in Honduras. List of tallest dams in the world 3 The Bhakra Dam in India. The Luzzone Dam in Switzerland. The Hoover Dam in the United States. -
Assessing the Fauna of Aquatic Insects for Possible Use for Malaria Vector Control in Large River, Central Iran
REVIEW ARTICLE Assessing the Fauna of Aquatic Insects for Possible Use for Malaria Vector Control in Large River, Central Iran Mansoureh Shayeghi1, Jalil Nejati1, Leila Shirani-Bidabadi1, Mona Koosha1, Mehdi Badakhshan1, Mulood Mohammadi Bavani1, Kourosh Arzamani1, Nayyereh Choubdar1, Fatemeh Bagheri1, Abedin Saghafipour2, Arshad Veysi1, Fateh Karimian1, Amir Ahamd Akhavan1, and Hassan Vatandoost1 1 Department of Medical Entomology and Vector Control, School of Public Health, Tehran University of Medical Sciences, Tehran, Iran 2 Department of Medical Entomology and Vector Control, School of Public Health, Tehran University of Medical Sciences, International Campus (TUMS-IC), Tehran, Iran Received: 27 Jul. 2014; Accepted: 24 Dec. 2014 Abstract- Insects with over 30,000 aquatic species are known as very successful arthropods in freshwater habitats. Some of them are applied as biological indicators for water quality control, as well as the main food supply for fishes and amphibians. The faunistic studies are the basic step in entomological researches; the current study was carried out emphasizing on the fauna of aquatic insects in Karaj River, northern Iran. A field study was carried out in six various sampling site of Karaj River during spring 2013. The aquatic insects were collected using several methods such as D-frame nets, dipping and direct search on river floor stones. Specimens were collected and preserved in Ethanol and identified by standard identification keys. Totally, 211 samples were collected belonging to three orders; Plecoptera, Trichoptera and Ephemeroptera. Seven genuses (Perla, Isoperla, Hydropsyche, Cheumatopsyche, Baetis, Heptagenia and Maccafferium) from five families (Perlidae, Perlodidae, Hydropsychidae, Batidae, Heptagenidae) were identified. The most predominant order was Plecoptera followed by Trichoptera. -
2813-2827, 2011 Issn 1995-0756
2813 Advances in Environmental Biology, 5(9): 2813-2827, 2011 ISSN 1995-0756 This is a refereed journal and all articles are professionally screened and reviewed ORIGINAL ARTICLE The Probability Of Amirkabir Mountains Environmental Pollution Due To Seismic Response Of Amirkabir Dam Zaniar Tokmechi Department of Civil Engineering, Mahabad Branch, Islamic Azad University, Mahabad, Iran. Zaniar Tokmechi: The Probability Of Amirkabir Mountains Environmental Pollution Due To Seismic Response Of Amirkabir Dam. ABSTRACT Amir Kabir dam, also known as Karaj dam, is a dam in Iran, located 63 kilometers northwest of Tehran and 23 kilometers north of Karaj. Amirkabir, also written as Alburz, Elburz or Elborz, is a mountain range in northern Iran stretching from the borders of Azerbaijan and Armenia in the northwest to the southern end of the Caspian Sea, and ending in the east at the borders of Turkmenistan and Afghanistan. The tallest mountain in the Middle East, Mount Damavand, is located in the range. In this paper, the probability of environmental pollution due to heavy metals caused by AMIRKABIR dam failure is studied. Finite Element and ZENGAR methods are used to analyze the probability of pollution at dam downstream. Different dam cross sections and various loading conditions are considered to study the effects of these factors on the seismic behavior of the dam. Results show that the effect of the highest cross section is not the most significant for heavy metals pollution at the dam down stream. Pollution coefficient due to stress along Y axis (Sy) is always the determinant pollution. While, in all sections Sx and Sy are the determinant parameter affecting downstream heavy metal pollution and normally are bigger than Sz. -
Study of Tourism Development Planning in Tehran Province (Case
Journal of Tourism & Hospitality Research Islamic Azad University, Garmsar Branch Vol . 5, No 4, Spring & Summer 2018, Pp. 95-109 Study of Tourism Development Planning in Tehran Province (Case study: Northern Districts of Tehran) Kiomars YazdanpanahDero* Assistant professor of Political Geography Group, Tehran University, Tehran, Iran Mohammadgoli Minavand Chal Assistant Professor of Communications, Faculty of Radio and Television Behnam Almasi PhD student of Geography and Urban Planning, Tehran University, Tehran, Iran Ebrahim Farhadi PhD student of Geography and Urban Planning, Tehran University, Tehran, Iran Abstract Today tourism has become so important that it is regarded as the biggest industry and annually millions of tourists travel throughout the world with different motivations. Basically, it is necessary to have a clear picture of perceptions, expectations and requirements of visitors in order to stabilize the markets and provide the most effective goods and services. Tourism acts in a framework of certain spatial patterns. One of them is urban tourism. Urban areas are among the important tourism destinations due to their historical and cultural attractions. The cities have diversified attractions such as museums, historical architecture and places associated with prominent persons and important events which themselves attract many visitors. This approach points to generic characteristics of a place, such as natural beauty, climate, traditions, or social features. The second approach considers the spatial nature, capacity and