Synergic Multi-Purpose Development of Surface Water Resources
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Water and Power Resources of West Pakistan
Water and Power Resources PAKISTAN "& of WEST I1158 Public Disclosure Authorized A Study in Sector Planning g' c - J) A N D e XJ ~~~~~~~ S >>)~~~~~TM RHELA AS H M I R Public Disclosure Authorized VISLAMABA > 2 t \ . Public Disclosure Authorized C ,,'_ o / z 'N ~~VOLUME g,_ -THE MAIN REPORT \ < ,pre~lppared by a World Bank Study Group Headed by X f .,/ ~~~PIETER LIEFTINCK t i '_z ~~~A. ROBERT SADOVE Public Disclosure Authorized tt I ~~~~~~~~~Deputy Hlead S n THOMAS-4 C.CREYKE ~~~~< < /r~~~~~~~~~~~trigation and Agr-icultut-e WATER AND POWER RESOURCES OF WEST PAKISTAN A Study in Sector Planning Volume I: The Main Report $10.00 Volume II: The Development of Irrigation and Agriculture $12.50 Volume III: Background and Methodology $ 12.50 $28.50 the set Prepared by a World Bank Study Group Headed by Pieter Lieftinck; A. Robert Sadove, Deputy Head; Thomas C. Creyke, Irrigation and Agriculture. Without doubt, the greatest single co- ordinated development operation in which the World Bank has been involved is the massive program for development of the Indus Basin. This pioneering study is an integral part of that project and is unique both in its conceptualization and its compre- hensiveness. It demonstrates the feasibility of a new and more rigorous approach to resource planning and development and will serve as an indispensible model for engi- neers, economists, and planners for years to come. Focal points of the Study are the Indus River, which runs the length of west Paki- stan, several of its tributaries, and a huge natural underground reservoir. -
Water Resources Development in Pakistan a Revisit of Past Studies
World Water Day 22nd March, 2014 56 WATER RESOURCES DEVELOPMENT IN PAKISTAN A REVISIT OF PAST STUDIES By Engr. Abdul Khaliq Khan1 Abstract Three-fourths of the Earth’s surface is covered with water. Only 1% of the World’s water is usable, about 97% is salty sea water and 2% is frozen in glaciers and ice caps. All life on earth depends on water. Population is increasing and hence water availability per person is reducing. Civilizations have historically flourished around rivers and major waterways and for centuries these waterways have been a source of their livelihood. In modern times a remarkable irrigation network was developed by the British in the Indus river basin and at the time of partition the dividing line of the sub-continent disregarded not only the topography but also the irrigation boundaries of the then existing canal supply system. This created great challenges for the water resources development work in Pakistan. This paper discusses the importance of water and its role in the economic development of a country through increase in agricultural and industrial development. It traces the path as to how in Pakistan over the last 67 years various studies were carried out for the planning and development of water resources in the country. It discusses the steps that need to be taken today so that ample water is made available for our future generations for their survival. 1. INTRODUCTION All life on Earth depends on water, whether it is a plant in a desert, an animal in a wilderness, an insect in a rock crevice or a fish in a lake. -
Pakistan Public Expenditure Management, Volume II
Report No. 25665-PK PAKISTAN Public Expenditure Management Accelerated Development of Water Resources and Irrigated Agriculture VOLUME II January 28, 2004 Environment and Social Development Sector Unit Rural Development Sector Unit South Asia Region Document of the World Bank CURRENCY EQUIVALENTS Currency Unit = Pakistan Rupee US $1 = PKR 57.8 FISCAL YEAR July 1-June 30 ACRONYMS AND ABBREVIATIONS ADB Asian Development Bank MIS Management information system ADP Annual Development Plan MOWP Ministry of Water and Power AWB Area Water Board MTEF Medium Term Expenditure Framework BCM Billion cubic meters MTIP Medium Term Investment Plan CCA Canal command area NDP National Drainage Program DMP Drainage Master Plan NDS National Drainage System EFR Environmental Flow Requirement NSDS National System Drainage Study EIRR Economic internal rate of return NWFP North West Frontier Province FATA Federally Administered Tribal Areas NWP National Water Policy FGW Fresh groundwater OFWM On-farm water management FO Farmer organization O&M Operations and Maintenance GDP Gross development product PIDA Provincial Irrigation and Drainage Authority GIS Geographic Information System POE Panel of Experts GOP Government of Pakistan PRHS Pakistan Rural Household Survey HYV High yielding variety PSDP Public Sector Development Program IBIS Indus basin irrigation system PV Present Value IDA International Development Association RAP Revised Action Plan IPPs Independent Power Producers RBOD Right Bank Outfall Drain IRSA Indus River System Authority SCARP Salinity control -
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 -
Water Conflict Management and Cooperation Between Afghanistan and Pakistan
Journal of Hydrology 570 (2019) 875–892 Contents lists available at ScienceDirect Journal of Hydrology journal homepage: www.elsevier.com/locate/jhydrol Research papers Water conflict management and cooperation between Afghanistan and T Pakistan ⁎ Said Shakib Atefa, , Fahima Sadeqinazhadb, Faisal Farjaadc, Devendra M. Amatyad a Founder and Transboundary Water Expert in Green Social Research Organization (GSRO), Kabul, Afghanistan b AZMA the Vocational Institute, Afghanistan c GSRO, Afghanistan d USDA Forest Service, United States ARTICLE INFO ABSTRACT This manuscript was handled by G. Syme, Managing water resource systems usually involves conflicts. Water recognizes no borders, defining the global Editor-in-Chief, with the assistance of Martina geopolitics of water conflicts, cooperation, negotiations, management, and resource development. Negotiations Aloisie Klimes, Associate Editor to develop mechanisms for two or more states to share an international watercourse involve complex networks of Keywords: natural, social and political system (Islam and Susskind, 2013). The Kabul River Basin presents unique cir- Water resources management cumstances for developing joint agreements for its utilization, rendering moot unproductive discussions of the Transboundary water management rights of upstream and downstream states based on principles of absolute territorial sovereignty or absolute Conflict resolution mechanism territorial integrity (McCaffrey, 2007). This paper analyses the different stages of water conflict transformation Afghanistan -
10-35 Waterworldwaterday 22 March 2014Water and Anex Izharul
World Water Day 22nd March, 2014 10 WATER ENERGY NEXUS By Dr. Izhar ul Haq1 SYNOPSIS Pakistan has on the average about 145 MAF of surface flows per annum. Out of this on average 103 MAF is diverted for irrigation at various barrages, 10 MAF is the system loss and 32 MAF goes down the last barrage into sea every year. Mangla and Tarbela two mega Dams were built as a part of the replacement works of the Indus Basin Plan. Their storage capacity has reduced due to sedimentation. There are about 100 small to medium dams on tributaries but their storage capacity is small. Pakistan has presently storage capacity of 10% of annual flows against 40% World average. Construction of Kalabagh Dam is stalled due to non consensus of the provinces. Diamer Basha Dam, having the approval of Council of Common Interest and Political Consensus, is ready for construction since 2008 and is still awaiting the financing arrangement for construction. These are only a couple of mega storage sites on main river Indus. Pakistan must build storage dams not only for food self sufficiency but also for cheap hydropower and flood mitigation. Pakistan has hydropower potential of 60,000 MW out of which it has exploited only 11%. The share of hydropower has reduced from 60% to 32% of the total power generated. The dependence on the imported fossil fuel (oil) has pushed the power tariff upwards. Pakistan has 18 small to medium hydel stations and only 3 stations greater than 1000 MW. The hydel power produced by Mangla and Tarbela has been the main stay in the economy of Pakistan. -
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Initial Environmental Examination Report ________________________________________ Project Number: 47021-002 Loan Number: 3239 PAK: Federally Administered Tribal Areas Water Resources Development Project Initial Environmental Examination Report for Warsak Left Bank Canal, District Mohmand Prepared by Project Management Unit, Government of Khyber Pakhtunkhwa, Pakistan For the Asian Development Bank Date received by ADB: August 2020 NOTES (i) The fiscal year (FY) of the Government of the Islamic Republic of Pakistan and its agencies ends on 30 June. (ii) In this report “$” refer to US dollars. This initial environmental examination report is a document of the borrower. The views expressed herein do not necessarily represent those of ADB’s Board of Directors, Management, or staff, and may be preliminary in nature. 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. Project Management Unit PMU FATA Water Resources Development Project FWRDP KP P&D Department FEDERALLY ADMINISTERED TRIBAL AREAS WATER RESOURCES DEVELOPMENT PROJECT INITIAL ENVIRONMENTAL EXAMINATION (IEE) COMMAND AREA DEVELOPMENT OF WARSAK LEFT BANK CANAL (MOHMAND DISTRICT) August, 2020 JOINT VENTURE: FATA WATER RESOURCES DEVELOPMENT PROJECT CONSULTANTS House # 3, Street # 1, Near Board Bazar, Tajabad, Peshawar, Khyber Pakhtunkhwa, Pakistan. Tel: +92 91 5601635 - 6 Fax: +92 91 5840807 E-mail: [email protected] Initial Environmental Examination: FATA Water Resources Development Project CADWLBC subproject TABLE OF CONTENTS S. No Description .................................................................................................... Page No. INTRODUCTION ..................................................................................................................... -
PAKISTAN WATER and POWER DEVELOPMENT AUTHORITY (April
PAKISTAN WATER AND POWER DEVELOPMENT AUTHORITY (April 2011) April 2011 www.wapda.gov.pk PREFACE Energy and water are the prime movers of human life. Though deficient in oil and gas, Pakistan has abundant water and other energy sources like hydel power, coal, wind and solar power. The country situated between the Arabian Sea and the Himalayas, Hindukush and Karakoram Ranges has great political, economic and strategic importance. The total primary energy use in Pakistan amounted to 60 million tons of oil equivalent (mtoe) in 2006-07. The annual growth of primary energy supplies and their per capita availability during the last 10 years has increased by nearly 50%. The per capita availability now stands at 0.372 toe which is very low compared to 8 toe for USA for example. The World Bank estimates that worldwide electricity production in percentage for coal is 40, gas 19, nuclear 16, hydro 16 and oil 7. Pakistan meets its energy requirement around 41% by indigenous gas, 19% by oil, and 37% by hydro electricity. Coal and nuclear contribution to energy supply is limited to 0.16% and 2.84% respectively with a vast potential for growth. The Water and Power Development Authority (WAPDA) is vigorously carrying out feasibility studies and engineering designs for various hydropower projects with accumulative generation capacity of more than 25000 MW. Most of these studies are at an advance stage of completion. After the completion of these projects the installed capacity would rise to around 42000 MW by the end of the year 2020. Pakistan has been blessed with ample water resources but could store only 13% of the annual flow of its rivers. -
Hydrologic Evaluation of Salinity Control and Reclamation Projects in the Indus Plain, Pakistan a Summary
Hydrologic Evaluation of Salinity Control and Reclamation Projects in the Indus Plain, Pakistan A Summary GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1608-Q Prepared in cooperation with the West Pakistan Water and Powt > Dei'elofunent Authority under the auspices of the United States Agency for International Development Hydrologic Evaluation of Salinity Control and Reclamation Projects in the Indus Plain, Pakistan A Summary By M. ]. MUNDORFF, P. H. CARRIGAN, JR., T. D. STEELE, and A. D. RANDALL CONTRIBUTIONS TO THE HYDROLOGY OF ASIA AND OCEANIA GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1608-Q Prepared in cooperation with the West Pakistan Water and Power Development Authority under the auspices of the United States Agency for International Development UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1976 UNITED STATES DEPARTMENT OF THE INTERIOR THOMAS S. KLEPPE, Secretary GEOLOGICAL SURVEY V. E. McKelvey, Director Library of Congress Cataloging in Publication Data Main entry under title: Hydrologic evaluation of salinity control and reclamation projects in the Indus Plain, Pakistan. (Contributions to the hydrology of Asia and Oceania) (Geological Survey water-supply paper; 1608-Q) Bibliography: p. Includes index. Supt. of Docs, no.: I 19.13:1608-Q 1., Reclamation of land Pakistan Indus Valley. 2. Salinity Pakistan Indus Valley. 3. Irrigation Pakistan Indus Valley. 4. Hydrology Pakistan Indus Valley. I. Mundorff, Maurice John, 1910- II. West Pakistan. Water and Power Development Authority. III. Series. IV. Series: United States. Geological Survey. -
Application of a 1D Numerical Model for Sediment Management in Dasu Hydropower Project
Proceedings of the 14th International Conference on Environmental Science and Technology Rhodes, Greece, 3-5 September 2015 APPLICATION OF A 1D NUMERICAL MODEL FOR SEDIMENT MANAGEMENT IN DASU HYDROPOWER PROJECT REHMAN S.A.1, RIAZ Z.2, BUI M.D.1 and RUTSCHMANN P.1 1 Chair of Hydraulic and Water Resources Engineering, Arcisstr. 21, TU Munich, 80333 Munich, Germany, 2 National and Development Consultants, 28-M, Quaid-e-Azam-Industrial Estate Lahore, Pakistan E-mail: [email protected] ABSTRACT A one dimensional numerical model for the sediment study of the Dasu hydropower project (HPP), before constructing the Bhasha Diamer dam, is presented in this paper. Several formulae were used for sediment simulations under no flushing condition, maintaining reservoir water level at a full supply level (FSL) of 950 m asl. The preliminary assessment for both flushing methods, pressure flow flushing and free flow flushing was carried out. The validity of the model was checked with the Brune´s formula. The simulation result showed that without flushing, low level outlets and power intakes would be filled with the sediments between, 20-25 years. It was also observed that free low flushing, after minimum 15 years of dam commissioning, is more efficient compared to pressure flow flushing. It is recommended that without construction on any upstream reservoir, sedimentation is a severe problem for the Dasu HPP or any downstream run-of-river power plant. Keywords: Reservoir sedimentation, sediment management, Dasu dam, HEC-RAS 1. Introduction Sedimentation is one of the most challenging carry-over problems in hydraulic engineering (McCully, 1996). On a worldwide scale, dam reservoirs silt up at a rate of about 1% of their useful storage volume every year. -
Pak Floods Overview [Converted]
UNCLASSIFIED U.S. Department of State [email protected] http://hiu.state.gov Pakistan: Temporal Snapshots HUMANITARIAN INFORMATION UNIT of Monsoon Flooding Flood-aected land/possible ood TAJIKISTAN water as of Aug. 18 International boundary TURKMENISTANProvince boundary CHINA Map Extents 1 Flooding snapshot July 28 - Aug. 5 2 Flooding snapshot Aug. 6 - 10 3 Flooding snapshot Aug. 11 - 19 1972 Line AFGHANISTAN 1 of Control 2 3 INDIA Arabian Sea Names and boundary representation are not necessarily authoritative. Sources: USG August 20, 2010 - U262 STATE (HIU) UNCLASSIFIED Page 1 of 5 U.S. Department of State UNCLASSIFIED [email protected] http://hiu.state.gov HUMANITARIAN INFORMATION UNIT Pakistan: Flooding July 28 - August 5 July 28: Flash oods in Khyber Pakhtunkhwa Flood-aected land/possible ood water (Aug. 1-5) (KPk) province kill hundreds of people and lead Pre-ood water to the Swat River bursting its banks, causing bridges to collapse, and shutting down critical ! MastūjInternationalGupis boundary! « Province capital highway links. Province boundary ! Populated place July 30: The U.S. Ambassador to Pakistan District boundary Ð Selected dam makes disaster declaration for the ooding Indus Highway or barrage ! and provides boats and aid equipment. ! Gilgit Chitrāl Primary road Aug 1: Following a request from the Primary railroad Government of Pakistan (GoP), the U.S. begins 0 25 50 100 Km providing helicopter support by transporting ! Kalān ! Chilās people and delivering aid supplies. Secretary Sazīn ! Clinton announces an initial aid commitment 0 20 40 80 Mi Arandu! of $10m. !Dir Aug 2: KPk Provincial Disaster Management Khyber Pakhtunkhwa Authority estimates approx. -
Variability and Trend Detection in the Sediment Load of the Upper Indus River
water Article Variability and Trend Detection in the Sediment Load of the Upper Indus River Sardar Ateeq-Ur-Rehman * ID , Minh Duc Bui ID and Peter Rutschmann ID Chair of Hydraulic and Water Resources Engineering, Technical University of Munich, Arcisstr. 21, D-80333 Munich, Germany; [email protected] (M.D.B.); [email protected] (P.R.) * Correspondence: [email protected]; Tel.: +49-89-289-27161; Fax: +49-89-289-23172 Received: 14 November 2017; Accepted: 21 December 2017; Published: 25 December 2017 Abstract: Water reservoirs planned or constructed to meet the burgeoning energy and irrigation demands in Pakistan face a significant loss of storage capacity due to heavy sediment load from the upper Indus basin (UIB). Given their importance and the huge investment, assessments of current UIB sediment load and possible future changes are crucial for informed decisions on planning of optimal dams’ operation and ensuring their prolonged lifespan. In this regard, the daily suspended sediment loads (SSLs) and their changes are analyzed for the meltwater-dominated zone up to the Partab Bridge and the whole UIB up to Besham Qila, which is additionally influenced by monsoonal rainfall. The gaps between intermittent suspended sediment concentration (SSC) samples are filled by wavelet neural networks (WA-ANNs) using discharges for each site. The temporal dynamics of SSLs and discharges are analyzed using a suite of three non-parametric trend tests while the slope is identified using Sen’s slope estimator. We found disproportional spatio-temporal trends between SSLs and discharges caused primarily by intra-annual shifts in flows, which can lead to increased trap efficiency in planned reservoirs, especially upstream of Besham Qila.