Construction of Kalabagh
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Islamic Republic of Pakistan Tarbela 5 Hydropower Extension Project
Report Number 0005-PAK Date: December 9, 2016 PROJECT DOCUMENT OF THE ASIAN INFRASTRUCTURE INVESTMENT BANK Islamic Republic of Pakistan Tarbela 5 Hydropower Extension Project CURRENCY EQUIVALENTS (Exchange Rate Effective December 21, 2015) Currency Unit = Pakistan Rupees (PKR) PKR 105.00 = US$1 US$ = SDR 1 FISCAL YEAR July 1 – June 30 ABBRREVIATIONS AND ACRONYMS AF Additional Financing kV Kilovolt AIIB Asian Infrastructure Investment kWh Kilowatt hour Bank M&E Monitoring & Evaluation BP Bank Procedure (WB) MW Megawatt CSCs Construction Supervision NTDC National Transmission and Consultants Dispatch Company, Ltd. ESA Environmental and Social OP Operational Policy (WB) Assessment PM&ECs Project Management Support ESP Environmental and Social and Monitoring & Evaluation Policy Consultants ESMP Environmental and Social PMU Project Management Unit Management Plan RAP Resettlement Action Plan ESS Environmental and Social SAP Social Action Plan Standards T4HP Tarbela Fourth Extension FDI Foreign Direct Investment Hydropower Project FY Fiscal Year WAPDA Water and Power Development GAAP Governance and Accountability Authority Action Plan WB World Bank (International Bank GDP Gross Domestic Product for Reconstruction and GoP Government of Pakistan Development) GWh Gigawatt hour ii Table of Contents ABBRREVIATIONS AND ACRONYMS II I. PROJECT SUMMARY SHEET III II. STRATEGIC CONTEXT 1 A. Country Context 1 B. Sectoral Context 1 III. THE PROJECT 1 A. Rationale 1 B. Project Objectives 2 C. Project Description and Components 2 D. Cost and Financing 3 E. Implementation Arrangements 4 IV. PROJECT ASSESSMENT 7 A. Technical 7 B. Economic and Financial Analysis 7 C. Fiduciary and Governance 7 D. Environmental and Social 8 E. Risks and Mitigation Measures 12 ANNEXES 14 Annex 1: Results Framework and Monitoring 14 Annex 2: Sovereign Credit Fact Sheet – Pakistan 16 Annex 3: Coordination with World Bank 17 Annex 4: Summary of ‘Indus Waters Treaty of 1960’ 18 ii I. -
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 -
Opposition Alliances in Egypt and Pakistan
ABSTRACT Title of Document: DIVIDED WE STAND, BUT UNITEDWE OPPOSE? OPPOSITION ALLIANCES IN EGYPT AND PAKISTAN Neha Sahgal, Doctor of Philosophy, 2008 Directed By: Dr. Mark Lichbach, Professor and Chair, Department of Government and Politics Why are opposition groups able to form alliances in their activism against the regime in some cases but not in others? Specifically, why did opposition groups in Pakistan engage in high levels of alliance building, regardless of ideological and other divides, while similar alliance patterns did not emerge in Egypt? I explain alliances among various opposition groups in Egypt and Pakistan as a result of two factors – the nature of group constituencies and the nature of the alliance. I argue that constituencies can be characterized as two kinds: Divided and Fluid . Under divided constituencies, different opposition groups receive consistent support from specific sections of the population. Under fluid constituencies, opposition groups have no consistent basis for support. Alliances can be of two kinds, Mobilization or Elite . Mobilization alliances are formed among two or more groups to bring constituents together to engage in collective action, for example, protest, sit-in or civil disobedience. Elite alliances are formed among group leaders to express grievances and/ or find solutions to issues without engaging their constituents in street politics. Groups may work together on an issue-based or value-based concern. Issue- based concerns focus on a specific aspect of the grievance being raised. For example, a law that imposes censorship on the press. Value-based concerns have a broader focus, for example media freedom. Mobilization alliances emerge among political groups that have divided constituencies and are unlikely among political groups that have fluid constituencies. -
Dilemma of Kalabagh Dam and Pakistan Future
2917 Muhammad Iqbal et al./ Elixir Bio. Diver. 35 (2011) 2917-2920 Available online at www.elixirpublishers.com (Elixir International Journal) Bio Diversity Elixir Bio. Diver. 35 (2011) 2917-2920 Dilemma of kalabagh dam and Pakistan future Muhammad Iqbal 1 and Khalid Zaman 2 1Department of Development Studies, Comsats Institute of Information Technology, Abbottabad, Pakistan. 2Department of Management Sciences, Comsats Institute of Information Technology, Abbottabad, Pakistan. ARTICLE INFO ABSTRACT Article history: The purpose of this study is to explore the importance of Kalabagh dam in the perspective of Received: 11 April 2011; Pakistan. In addition, the study observes different views of the residents which cover all four Received in revised form: provinces of Pakistan namely, Sindh, Punjab, Khyber PukhtoonKhawa (KPK) and 20 May 2011; Baluchistan. The importance of Kalabagh dam in Pakistan is related with electricity Accepted: 27 May 2011; generation capacity which will meet the country’s power requirement. There has some reservation regarding construction of the dam. Sindh province objects that their share of the Keywords Indus water will be curtailed as water from the Kalabagh will go to irrigate farmlands in Kalabagh dam, Punjab and Khyber PukhtoonKhawa at their cost. KPK province of Pakistan has concerns Electricity generation, that large areas of Nowshera (district of KPK) would be submerged by the dam and even Power requirement, wider areas would suffer from water-logging and salinity. Further, as the water will be Pros and Cons, stored in Kalabagh dam as proposed Government of Pakistan, it will give water level rise to Pakistan. the city that is about 200 km away from the proposed location. -
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. -
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 -
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 -
The Case of Diamerbhashadam in Pakistan
Sabir M., Torre A., 2017, Different proximities and conflicts related to the setting of big infrastructures. The case of Diamer Basha Dam in Pakistan, in Bandyopadhyay S., Torre A., Casaca P., Dentinho T. (eds.), 2017, Regional Cooperation in South Asia. Socio-economic, Spatial, Ecological and Institu- tional Aspects, Springer, 363 p. Different Proximities and Conflicts Related to the Setting of Big Infrastructures: The Case of DiamerBhashaDam in Pakistan Muazzam Sabir and André Torre UMR SAD-APT, INRA – Agroparistech, University Paris Saclay, France. E-mail: [email protected], [email protected] Abstract Land use conflicts are recognized as the result of mismanagement of infrastructural development projects. Several issues have been conferred related to infrastructural projects in Asia and South Asia, like corruption, mismanagement, cronyism and adverse socioeconomic impacts. The paper focuses particularly on land use conflicts related to Diamer-Bhasha dam project in northern Pakistan. Keeping in view this peculiar case, it goes into the concept of conflicts and proxim- ity, e.g. types of proximity and the role they play in conflict generation, conflict resolution and modes of conflict prevention. We provide the different types and expressions of conflicts due to Diamer-Bhasha dam project, their impact on local population and the territory, e.g. unfair land acquisition, improper displacement, compensation, resettlement and livelihood issues. Contiguity problems due to geo- graphical proximity as well as mechanisms of conflict resolution through organized proximity are also discussed. Finally, we conclude and recommend the strategies for better governance and the way ahead for upcoming studies on similar issues. 16.1 Introduction Land due to infrastructural projects has been subject to conflicts in several parts of the world and greatly influenced the socioeconomic position of different actors (Oppio et al. -
Politics of Power Sharing in Post-1971 Pakistan
www.ccsenet.org/jpl Journal of Politics and Law Vol. 4, No. 1; March 2011 Politics of Power sharing in Post-1971 Pakistan Muhammad Mushtaq (Corresponding author) Department of Political Science & International Relations Bahauddin Zakariya University Multan, Pakistan. E-mail: [email protected] Dr. Ayaz Muhammad Chairman Department of Political Science & International Relations Bahauddin Zakariya University Multan, Pakistan E-mail: [email protected] Dr. Syed Khawja Alqama Professor Department of Political Science & International Relations Bahauddin Zakariya University Multan, Pakistan E-mail: [email protected] Abstract Political scientists and constitutional engineers have recommended various power sharing models to guarantee political stability in multiethnic societies. The literature on power sharing seems to suggest that consociationalism and centripetalism are the two prominent models. While the former suggests grand coalition, the latter recommends multiethnic coalition cabinets to share power in diverse societies. Keeping in view these models, this paper attempts to examine the performance of various coalition cabinets in post-1971 Pakistan. The evidence shows that the coalition cabinets in Pakistan remained short-lived. The Pakistani experience seems to suggest that the power sharing models have certain limitations in diverse societies and are not, necessarily, appropriate option for all multiethnic states. Keywords: Power sharing, Multiethnic states, Coalition cabinets, Pakistan 1. Introduction The multiethnic structure of a state has been regarded as an obstacle to a stable democracy (Lijphart, 1995, p.854; Mill, 1958, p. 230). So, the political scientists have been remained busy in probing a democratic model that can ensure political stability in diverse societies. Since 1960s, power sharing has been considered as a dominant approach by political scientists to pledge political stability in such societies. -
Irrigation System, Arid Piedmont Plains of Southern Khyber-Paktunkhwa (NWFP), Pakistan; Issues & Solutions
Irrigation System, Arid Piedmont Plains of Southern Khyber-Paktunkhwa (NWFP), Pakistan; Issues & Solutions Muhammad Nasim Golra Javairia Naseem Golra Department of Irrigation, AGES Consultants, Government of Khyber-Paktunkhwa, Peshawar Peshawar IRRIGATION POTENTIAL Khyber-Paktunkhwa (Million (NWFP) Acres) Total Area (NWFP+FATA) 25.4 Cultivable Area 6.72 Irrigated Area Govt. Canals 1.2467 Civil Canals 0.82 Lift Irrigation Schemes 0.1095 Tube Wells/Dug Wells 0.1008 Total 2.277 Potential Area for Irrigation 4.443 Lakki Marwat 0.588 D.I. Khan 1.472 Tank 0.436 Total 2.496 Rest of Province 1.947 Upper Siran Canal Kunhar River Siran River Lower Siran Canal Icher Canal Haro River Irrigation System , KP (NWFP) Indus River Daur River Khan Pur Dam Sarai Saleh Channel L.B.C R.B.C Mingora 130 miles 40 miles 96 miles Swat River Tarbela Dam P.H.L.C Ghazi Brotha Barrage Topi Bazi Irrigation Scheme Pehur Main Swabi Swan River Amandara H/W Indus River Chashma Barrage Machai Branch U.S.C Taunsa Barrage Lower Swat Kalabagh Barrage Kabul River Mardan Nowshera D.I.Khan Kohat Toi CRBC Kohat Munda H/W Panj Kora River Peshawar Main Canal L.B. Canal CRBC 1st Lift 64 Feet Tanda Dam K.R.C CRBC 2nd Lift 120 Feet Warsak Canal Bannu CRBC 3rd Lift 170 Feet Warsak Lift Canal Tank Civil Canal Kurram Ghari H/W Kurram Tangi Dam Marwat Canal Baran Dam Gomal River Kurram River Tochi Baran Link D.I. Khan-Tank Gomal Zam Dam Area Kaitu River Tochi River Flood Irrigation Vs Canal Irrigation Command D.