Islamic Republic of Pakistan Tarbela 5 Hydropower Extension Project
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Khyber Pakhtunkhwa - Daily Flood Report Date (29 09 2011)
Khyber Pakhtunkhwa - Daily Flood Report Date (29 09 2011) SWAT RIVER Boundary 14000 Out Flow (Cusecs) 12000 International 10000 8000 1 3 5 Provincial/FATA 6000 2 1 0 8 7 0 4000 7 2 4 0 0 2 0 3 6 2000 5 District/Agency 4 4 Chitral 0 Gilgit-Baltistan )" Gauge Location r ive Swat River l R itra Ch Kabul River Indus River KABUL RIVER 12000 Khyber Pakhtunkhwa Kurram River 10000 Out Flow (Cusecs) Kohistan 8000 Swat 0 Dir Upper Nelam River 0 0 Afghanistan 6000 r 2 0 e 0 v 0 i 1 9 4000 4 6 0 R # 9 9 5 2 2 3 6 a Dam r 3 1 3 7 0 7 3 2000 o 0 0 4 3 7 3 1 1 1 k j n ") $1 0 a Headworks P r e iv Shangla Dir L")ower R t a ¥ Barrage w Battagram S " Man")sehra Lake ") r $1 Amandara e v Palai i R Malakand # r r i e a n Buner iv h J a R n ") i p n Munda n l a u Disputed Areas a r d i S K i K ") K INDUS RIVER $1 h Mardan ia ") ") 100000 li ") Warsak Adezai ") Tarbela Out Flow (Cusecs) ") 80000 ") C")harsada # ") # Map Doc Name: 0 Naguman ") ") Swabi Abbottabad 60000 0 0 Budni ") Haripur iMMAP_PAK_KP Daily Flood Report_v01_29092011 0 0 ") 2 #Ghazi 1 40000 3 Peshawar Kabal River 9 ") r 5 wa 0 0 7 4 7 Kh 6 7 1 6 a 20000 ar Nowshera ") Khanpur r Creation Date: 29-09-2011 6 4 5 4 5 B e Riv AJK ro Projection/Datum: GCS_WGS_1984/ D_WGS_1984 0 Ghazi 2 ") #Ha # Web Resources: http://www.immap.org Isamabad Nominal Scale at A4 paper size: 1:3,500,000 #") FATA r 0 25 50 100 Kilometers Tanda e iv Kohat Kohat Toi R s Hangu u d ") In K ai Map data source(s): tu Riv ") er Punjab Hydrology Irrigation Division Peshawar Gov: KP Kurram Garhi Karak Flood Cell , UNOCHA RIVER $1") Baran " Disclaimers: KURRAM RIVER G a m ") The designations employed and the presentation of b e ¥ Kalabagh 600 Bannu la material on this map do not imply the expression of any R K Out Flow (Cusecs) iv u e r opinion whatsoever on the part of the NDMA, PDMA or r ra m iMMAP concerning the legal status of any country, R ") iv ") e K territory, city or area or of its authorities, or concerning 400 r h ") ia the delimitation of its frontiers or boundaries. -
Dasu Hydropower Project
Public Disclosure Authorized PAKISTAN WATER AND POWER DEVELOPMENT AUTHORITY (WAPDA) Public Disclosure Authorized Dasu Hydropower Project ENVIRONMENTAL AND SOCIAL ASSESSMENT Public Disclosure Authorized EXECUTIVE SUMMARY Report by Independent Environment and Social Consultants Public Disclosure Authorized April 2014 Contents List of Acronyms .................................................................................................................iv 1. Introduction ...................................................................................................................1 1.1. Background ............................................................................................................. 1 1.2. The Proposed Project ............................................................................................... 1 1.3. The Environmental and Social Assessment ............................................................... 3 1.4. Composition of Study Team..................................................................................... 3 2. Policy, Legal and Administrative Framework ...............................................................4 2.1. Applicable Legislation and Policies in Pakistan ........................................................ 4 2.2. Environmental Procedures ....................................................................................... 5 2.3. World Bank Safeguard Policies................................................................................ 6 2.4. Compliance Status with -
Presentation on Water Sector Development
PRESENTATION ON WATER SECTOR DEVELOPMENT By AFTAB AHMAD KHAN SHERPAO Minister for Water and Power At Pakistan Development Forum March 18, 2004 COUNTRY PROFILE • POPULATION: 141 MILLION • GEOGRAPHICAL AREA: 796,100 KM2 • IRRIGATED AREA: 36 MILLION ACRES • ANNUAL WATER AVAILABILITY AT RIM STATIONS: 142 MAF • ANNUAL CANAL WITHDRAWALS: 104 MAF • GROUND WATER PUMPAGE: 44 MAF • PER CAPITA WATER AVAILABLE (2004): 1200 CUBIC METER CURRENT WATER AVAILABILITY IN PAKISTAN AVAILABILITY (Average) o From Western Rivers at RIM Stations 142 MAF o Uses above Rim Stations 5 MAF TOTAL 147 MAF USES o Above RIM Stations 5 MAF o Canal Diversion 104 MAF TOTAL 109 MAF BALANCE AVAILABLE 38 MAF Annual Discharge (MAF) 100 20 40 60 80 0 76-77 69.08 77-78 30.39 (HYDROLOGICAL YEAR FROMAPRILTOMARCH) (HYDROLOGICAL YEAR FROMAPRILTOMARCH) 78-79 80.59 79-80 29.81 ESCAPAGES BELOW KOTRI 80-81 20.10 81-82 82-83 9.68 33.79 83-84 45.91 84-85 29.55 85-86 10.98 86-87 26.90 87-88 17.53 88-89 52.86 Years 89-90 17.22 90-91 42.34 91-92 53.29 92-93 81.49 93-94 29.11 94-95 91.83 95-96 62.76 96-97 45.40 97-98 20.79 98-99 AVG.(35.20) 99-00 8.83 35.15 00-01 0.77 01-02 1.93 02-03 2.32 03-04 20 WATER REQUIREMENT AND AVAILABILITY Requirement / Availability Year 2004 2025 (MAF) (MAF) Surface Water Requirements 115 135 Average Surface Water 104 104 Diversions Shortfall 11 31 (10 %) (23%) LOSS OF STORAGE CAPACITY Live Storage Capacity (MAF) Reservoirs Original Year 2004 Year 2010 Tarbela 9.70 7.28 25% 6.40 34% Chashma 0.70 0.40 43% 0.32 55% Mangla 5.30 4.24 20% 3.92 26% Total 15.70 11.91 10.64 -
Foreign Policy in the Indus Basin: the Mangla
INSTITUTE OF CURRENT WORLD AFFAIRS CM-6 Karachi Foreign Policy in the Indus Basin January 25, 196 The Mangla Dam Mr. Richard H. Nolte Institute of Current World Affairs 366 Madison Avenue New York 17, New York Dear Dick In 1960 the United States joined with Pakistan, India, four other states, and the World Bank to make contributions to the Indus Basin Development Fund. The total resources to be available were the equivalent of $894,000,000 of which amount 5 per cent was to come from U. S. sources.1 It s now estimated that the cost of the Indus Basin Development will reach $1.8 billion, more than double the original estimates -about par for the course. The expectation is that the United States in due course will ante up a 5 per cent share of the increased cost. The plan for development of the Indus Basin was formulated as a first step in a free world try to bring political peace to the Indian subcontinent. The separation of India and Pakistan in 1947 had been based on political lines drawn to separate the Muslims of Pakistan from the predominantly Hindu population of India. Geography was ignored. As a consequence, India acquired physical possession of the headwaters of three east-bank tributaries of the Indus River and asserted the right to divert those waters to its own use. This left some 1,000,O00 acres of Pakistan without a reliable source of water. The subsequent water dispute festered for a decade. It was finally terminated in 1960 by the Indus Waters Treaty between Pakistan and India, and by creation under World Bank auspices of the Indus Basin Development Fund. -
Assessment of Spatial and Temporal Flow Variability of the Indus River
resources Article Assessment of Spatial and Temporal Flow Variability of the Indus River Muhammad Arfan 1,* , Jewell Lund 2, Daniyal Hassan 3 , Maaz Saleem 1 and Aftab Ahmad 1 1 USPCAS-W, MUET Sindh, Jamshoro 76090, Pakistan; [email protected] (M.S.); [email protected] (A.A.) 2 Department of Geography, University of Utah, Salt Lake City, UT 84112, USA; [email protected] 3 Department of Civil & Environmental Engineering, University of Utah, Salt Lake City, UT 84112, USA; [email protected] * Correspondence: [email protected]; Tel.: +92-346770908 or +1-801-815-1679 Received: 26 April 2019; Accepted: 29 May 2019; Published: 31 May 2019 Abstract: Considerable controversy exists among researchers over the behavior of glaciers in the Upper Indus Basin (UIB) with regard to climate change. Glacier monitoring studies using the Geographic Information System (GIS) and remote sensing techniques have given rise to contradictory results for various reasons. This uncertain situation deserves a thorough examination of the statistical trends of temperature and streamflow at several gauging stations, rather than relying solely on climate projections. Planning for equitable distribution of water among provinces in Pakistan requires accurate estimation of future water resources under changing flow regimes. Due to climate change, hydrological parameters are changing significantly; consequently the pattern of flows are changing. The present study assesses spatial and temporal flow variability and identifies drought and flood periods using flow data from the Indus River. Trends and variations in river flows were investigated by applying the Mann-Kendall test and Sen’s method. We divide the annual water cycle into two six-month and four three-month seasons based on the local water cycle pattern. -
Patrind Hydropower Project
Environmental Impact Assessment: Part 2 Project Number: 44914 April 2011 PAK: Patrind Hydropower Project Prepared by Star Hydropower Limited for the Asian Development Bank. This environmental impact assessment is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff. In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area. 147 MW PATRIND HYDROPOWER PROJECT PAKISTAN ENVIRONMENTAL IMPACT ASSESSMENT ADDENDUM APRIL 2011 STAR HYDROPOWER LIMITED HEAD OFFICE: House No. 534, Margalla road, Sector F10/2, Islamabad - Pakistan Tel: +92 51 2212610-1 Fax: +92 51 2212616 E-mail: [email protected] Patrind Hydropower Project EIA Addendum TABLE OF CONTENTS Patrind Hydropower Project - EIA Addendum .................................................................. 2 1. Introduction ............................................................................................................... 2 2. Project Implementation Schedule ............................................................................ 3 3. Downstream River Flows ........................................................................................... 3 4. Greenhouse Gas Emissions Avoidance ................................................................... 10 -
The Geographic, Geological and Oceanographic Setting of the Indus River
16 The Geographic, Geological and Oceanographic Setting of the Indus River Asif Inam1, Peter D. Clift2, Liviu Giosan3, Ali Rashid Tabrez1, Muhammad Tahir4, Muhammad Moazam Rabbani1 and Muhammad Danish1 1National Institute of Oceanography, ST. 47 Clifton Block 1, Karachi, Pakistan 2School of Geosciences, University of Aberdeen, Aberdeen AB24 3UE, UK 3Geology and Geophysics, Woods Hole Oceanographic Institution, Woods Hole, MA 02543, USA 4Fugro Geodetic Limited, 28-B, KDA Scheme #1, Karachi 75350, Pakistan 16.1 INTRODUCTION glaciers (Tarar, 1982). The Indus, Jhelum and Chenab Rivers are the major sources of water for the Indus Basin The 3000 km long Indus is one of the world’s larger rivers Irrigation System (IBIS). that has exerted a long lasting fascination on scholars Seasonal and annual river fl ows both are highly variable since Alexander the Great’s expedition in the region in (Ahmad, 1993; Asianics, 2000). Annual peak fl ow occurs 325 BC. The discovery of an early advanced civilization between June and late September, during the southwest in the Indus Valley (Meadows and Meadows, 1999 and monsoon. The high fl ows of the summer monsoon are references therein) further increased this interest in the augmented by snowmelt in the north that also conveys a history of the river. Its source lies in Tibet, close to sacred large volume of sediment from the mountains. Mount Kailas and part of its upper course runs through The 970 000 km2 drainage basin of the Indus ranks the India, but its channel and drainage basin are mostly in twelfth largest in the world. Its 30 000 km2 delta ranks Pakiistan. -
PREPARATORY SURVEY for MANGLA HYDRO POWER STATION REHABILITATION and ENHANCEMENT PROJECT in PAKISTAN Final Report
ISLAMIC REPUBLIC OF PAKISTAN Water and Power Development Authority (WAPDA) PREPARATORY SURVEY FOR MANGLA HYDRO POWER STATION REHABILITATION AND ENHANCEMENT PROJECT IN PAKISTAN Final Report January 2013 JAPAN INTERNATIONAL COOPERATION AGENCY (JICA) NIPPON KOEI CO., LTD. IC Net Limited. 4R JR(先) 13-004 ABBREVIATIONS AC Alternating Current GM General Manager ADB Asia Development Bank GOP Government of Pakistan AEDB Alternative Energy Development HESCO Hyderabad Electrical Supply Board Company AJK Azad Jammu Kashmir HR & A Human Resources and AVR Automatic Voltage Regulator Administration BCL Bamangwato Concessions Ltd. IEE Initial Environmental Examination BOD Biochemical Oxygen Demand I&P Dept. Irrigation and Power Development BOP Balance of Plant I&P Insurance & Pensions BPS Basic Pay Scales IESCO Islamabad Electrical Supply BS British Standard Company C&M Coordination & Monitoring IPB Isolated Phase Bus CDO Central Design Office IPC Interim Payment Certificate CDWP Central Development Working Party IPP Independent Power Producer CCC Central Contract Cell IRSA Indus River System Authority CDM Clean Development Mechanism JBIC Japan Bank for International CE Chief Engineer Cooperation CER Certified Emission Reductions JICA Japan International Cooperation CIF Cost, Freight and Insurance Agency CS Consultancy Services JPY Japanese Yen CM Carrier Management KESC Karachi Electric Supply Company CPPA Central Power Purchase Agency KFW Kreditanstalt für Wiederaufbau CRBC Chashma Right Bank Canal L/A Loan Agreement CRR Chief Resident Representative -
Soil Erosion and Sediment Load Management Strategies for Sustainable Irrigation in Arid Regions
sustainability Article Soil Erosion and Sediment Load Management Strategies for Sustainable Irrigation in Arid Regions Muhammad Tousif Bhatti 1,* , Muhammad Ashraf 2,* and Arif A. Anwar 1 1 International Water Management Institute, Lahore 53700, Pakistan; [email protected] 2 Department of Agricultural Engineering, Khwaja Fareed University of Engineering & Information Technology, Rahim Yar Khan 64200, Pakistan * Correspondence: [email protected] (M.T.B.); [email protected] (M.A.) Abstract: Soil erosion is a serious environmental issue in the Gomal River catchment shared by Pakistan and Afghanistan. The river segment between the Gomal Zam dam and a diversion barrage (~40 km) brings a huge load of sediments that negatively affects the downstream irrigation system, but the sediment sources have not been explored in detail in this sub-catchment. The analysis of flow and sediment data shows that the significant sediment yield is still contributing to the diversion barrage despite the Gomal Zam dam construction. However, the sediment share at the diversion barrage from the sub-catchment is much larger than its relative size. A spatial assessment of erosion rates in the sub-catchment with the revised universal soil loss equation (RUSLE) shows that most of −1 −1 the sub-catchment falls into very severe and catastrophic erosion rate categories (>100 t h y ). The sediment entry into the irrigation system can be managed both by limiting erosion in the catchment Citation: Bhatti, M.T.; Ashraf, M.; and trapping sediments into a hydraulic structure. The authors tested a scenario by improving Anwar, A.A. Soil Erosion and the crop management factor in RUSLE as a catchment management option. -
HR15D16001-Installation of Electric Poles and Wiresat Moh: Azizabad Village Panina (CO MDC Dheenda) 135,000 135,000 128,500 128
DISTRICT Project Description BE 2018-19 Final Budget Releases Expenditure HARIPUR HR15D16001-Installation of Electric Poles and Wiresat Moh: Azizabad Village Panina (CO 135,000 135,000 128,500 128,500 MDC Dheenda) HARIPUR HR15D16002-Provision of 02 No. water bores UC BSKhan. 450,000 450,000 308,250 308,250 HARIPUR HR15D16101-pavement of street & WSS in DW Dheenda 1,015,000 1,015,000 609,086 609,086 HARIPUR HR15D16300-Boring of handpump/ pressure pumps atvillage Pind Gakhra. 150,000 150,000 111,400 111,400 HARIPUR HR15D16500-Provision of bore at KTS Sector # 3 150,000 150,000 150,000 - HARIPUR HR15D16501-"Provison of bores (3 No) at Nara (c/oArif), Alloli (c/o Rab Nawaz) & Jatti Pind 450,000 450,000 450,000 271,232 (c/o Khan Afsar)." HARIPUR HR15D16502-Provision of bore at S/Saleh. 150,000 150,000 150,000 132,375 HARIPUR HR15D16503-Provision of bore at Serikot. 150,000 150,000 150,000 143,430 HARIPUR HR15D16504-"Provision of bore at village Pindori,UC Bakka." 150,000 150,000 150,000 144,000 HARIPUR HR15D16601-Electrification work in Mohra Mohammadonear tube well (CO MDC Dheenda) 350,000 350,000 - - HARIPUR HR16D00009-WSS Moh: Qazi Sahib village Ghandian. 150,000 150,000 134,775 134,775 HARIPUR HR16D00011-WSS Moh: Dhooman village Ghandian. 149,000 149,000 101,603 101,603 HARIPUR HR16D00019-Pavement of streets/ path/ culverts/protection bund etc in different Moh: of 648,889 648,889 648,889 648,889 Kot Najibulah. HARIPUR HR16D00020-Improvement/ extension of WSS in DW KotNajibulah. -
Risk Management and Public Perception of Hydropower
BY Engr. Munawar Iqbal Director (Hydropower) PPIB, Ministry of Water and Power, Kathmandu, Nepal Government of Pakistan 9-10 May 2016 C O N T E N T S Overview of Power Mix Hydropower Potential of Pakistan Evolution of hydro model in Pakistan Salient futures of Power Policy 2002 & 2015 Success Stories in Private Sector Concluding Remarks PAKISTAN POWER SECTOR - POWER MIX Power Mix is a blend of: • Hydel • Wind (50 MW) • Oil • Gas • Nuclear • Coal (150 MW) PAKISTAN POWER SECTOR - TOTAL INSTALLED CAPACITY MW % Wind Public Public Sector Private 50 MW Sector Hydel 7,013 28 Sector, Hydel, 11950, 7013, Thermal 5,458 22 47.4% 27.8% Nuclear 787 3 Total 13,258 53 Public Sector Private Sector Nuclear, Thermal, 787, 3.1% 5458, IPPs 9,528 42 21.6% K-E 2,422 10 Total Installed Capacity 25,208 MW Total 11,950 52 4 HYDROPOWER RESPONSIBILITY PUBLIC SECTOR • WAPDA • Provinces PRIVATE SECTOR • Private Power & Infrastructure Board (PPIB) • Alternate Energy Development Board (AEDB) • Provinces Tarbela Dam Capacity 3,478 MW Enhanced 4,888 MW Opening date 1976 Impounds 9.7 MAF Height 143.26 m Construction 1968-1976 Mangla Dam Coordinates 33.142083°N 73.645015°E Construction 1961-1967 Type of dam Embankment dam Impounds Jhelum River Height 147 m (482 ft) Total capacity 7.390 MAF Turbines 10 x 100 MW Capacity 1,000 MW Warsak Dam Capacity 243 MW Impounds 25,300 acre·ft Height 76.2 m Commission 1960 Ghazi Barotha Dam Capacity 1,450 MW Impounds 20,700 AF head 69 m Construction 1995-2004 HYDROPOWER IN OPERATION By WAPDA Installed S# Name of Project Province Capacity -
Transboundary River Basin Overview – Indus
0 [Type here] Irrigation in Africa in figures - AQUASTAT Survey - 2016 Transboundary River Basin Overview – Indus Version 2011 Recommended citation: FAO. 2011. AQUASTAT Transboundary River Basins – Indus River Basin. Food and Agriculture Organization of the United Nations (FAO). Rome, Italy The designations employed and the presentation of material in this information product do not imply the expression of any opinion whatsoever on the part of the Food and Agriculture Organization of the United Nations (FAO) concerning the legal or development status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. The mention of specific companies or products of manufacturers, whether or not these have been patented, does not imply that these have been endorsed or recommended by FAO in preference to others of a similar nature that are not mentioned. The views expressed in this information product are those of the author(s) and do not necessarily reflect the views or policies of FAO. FAO encourages the use, reproduction and dissemination of material in this information product. Except where otherwise indicated, material may be copied, downloaded and printed for private study, research and teaching purposes, or for use in non-commercial products or services, provided that appropriate acknowledgement of FAO as the source and copyright holder is given and that FAO’s endorsement of users’ views, products or services is not implied in any way. All requests for translation and adaptation rights, and for resale and other commercial use rights should be made via www.fao.org/contact-us/licencerequest or addressed to [email protected].