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Hydro Energy for Off-Grid Rural Electrification Ef
Harnessing Hydro Energy for Off-grid Rural Electrification ef ydro power is considered the largest and most mature application of renewable energy. The installed capacity worldwide is estimated at 630,000 MW, producing ri H over 20 percent of the world’s electricity. In the European Union, hydro power contributes at least 17 percent to its electricity supply. Translated in terms of environmental costs, the hydro installations in the European Union are instrumental in avoiding 67 million tons of CO2 emissions annually. There is yet no international consensus on how to classify hydro systems by size. The European B Small Hydro Association however has included in the definition of small hydro those systems with capacity up to 10 MW. The Philippines has adapted the European nomenclature, but further breaks down “small” systems into “mini” and “micro.” RA 7156 defines mini-hydro systems as those installations with size ranging from 101 kW to 10MW. By inference, micro- hydro systems refer to installations with capacity of 100 kW or less. Small hydro power plants are mainly ‘run-off-river’ systems since they involve minimal water impounding. As such, they are regarded environmentally benign forms of energy generation. It is estimated that a 5-MW small hydro power plant that can supply power to about 5,000 families, replaces 1,400 tons of fossil fuel and avoids emissions of 16,000 tons of CO2 and more than 100 tons of SO2 annually. In the Philippines, the Department of Energy has identified 1,081 potential sites of small hydro installations that can produce power up to 13,426 MW. -
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 -
IPP: Bangladesh: Second Chittagong Hill Tracts Rural Development Project
Second Chittagong Hill Tracts Rural Development Project (RRP BAN 42248) Indigenous Peoples Plan March 2011 BAN: Second Chittagong Hill Tracts Rural Development Project Prepared by ANZDEC Ltd for the Ministry of Chittagong Hill Tracts Affairs and Asian Development Bank. CURRENCY EQUIVALENTS (as of 16 March 2011) Currency unit – taka (Tk) Tk1.00 = $0.0140 $1.00 = Tk71.56 ABBREVIATIONS ADB – Asian Development Bank ADR – alternative dispute resolution AP – affected person CHT – Chittagong Hill Tracts CHTDF – Chittagong Hill Tracts Development Facility CHTRC – Chittagong Hill Tracts Regional Council CHTRDP – Chittagong Hill Tracts Rural Development Project CI – community infrastructure DC – deputy commissioner DPMO – district project management office GOB – Government of Bangladesh GPS – global positioning system GRC – grievance redress committee HDC – hill district council INGO – implementing NGO IP – indigenous people IPP – indigenous peoples plan LARF – land acquisition and resettlement framework LCS – labor contracting society LGED – Local Government Engineering Department MAD – micro agribusiness development MIS – management information system MOCHTA – Ministry of Chittagong Hill Tracts Affairs NOTE (i) In this report, "$" refers to US dollars. This indigenous peoples plan 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. 1 CONTENTS Page A. Executive Summary 3 B. -
Cordillera Energy Development: Car As A
LEGEND WATERSHED BOUNDARY N RIVERS CORDILLERACORDILLERA HYDRO ELECTRIC PLANT (EXISTING) HYDRO PROVINCE OF ELECTRIC PLANT ILOCOS NORTE (ON-GOING) ABULOG-APAYAO RIVER ENERGY MINI/SMALL-HYDRO PROVINCE OF ENERGY ELECTRIC PLANT APAYAO (PROPOSED) SALTAN B 24 M.W. PASIL B 20 M.W. PASIL C 22 M.W. DEVELOPMENT: PASIL D 17 M.W. DEVELOPMENT: CHICO RIVER TANUDAN D 27 M.W. PROVINCE OF ABRA CARCAR ASAS AA PROVINCE OF KALINGA TINGLAYAN B 21 M.W AMBURAYAN PROVINCE OF RIVER ISABELA MAJORMAJOR SIFFU-MALIG RIVER BAKUN AB 45 M.W MOUNTAIN PROVINCE NALATANG A BAKUN 29.8 M.W. 70 M.W. HYDROPOWERHYDROPOWER PROVINCE OF ILOCOS SUR AMBURAYAN C MAGAT RIVER 29.6 M.W. PROVINCE OF IFUGAO NAGUILIAN NALATANG B 45.4 M.W. RIVER PROVINCE OF (360 M.W.) LA UNION MAGAT PRODUCERPRODUCER AMBURAYAN A PROVINCE OF NUEVA VIZCAYA 33.8 M.W AGNO RIVER Dir. Juan B. Ngalob AMBUKLAO( 75 M.W.) PROVINCE OF BENGUET ARINGAY 10 50 10 20 30kms RIVER BINGA(100 M.W.) GRAPHICAL SCALE NEDA-CAR CORDILLERA ADMINISTRATIVE REGION SAN ROQUE(345 M.W.) POWER GENERATING BUED RIVER FACILITIES COMPOSED BY:NEDA-CAR/jvcjr REF: PCGS; NWRB; DENR DATE: 30 JANUARY 2002 FN: ENERGY PRESENTATIONPRESENTATION OUTLINEOUTLINE Î Concept of the Key Focus Area: A CAR RDP Component Î Regional Power Situation Î Development Challenges & Opportunities Î Development Prospects Î Regional Specific Concerns/ Issues Concept of the Key Focus Area: A CAR RDP Component Cordillera is envisioned to be a major hydropower producer in Northern Luzon. Car’s hydropower potential is estimated at 3,580 mw or 27% of the country’s potential. -
Edited by – Ashis Roy
Dam Edited by – Ashis Roy Dam a structure built across a stream, river, or estuary to store water. A reservoir is created upstream of the dam to supply water for human consumption, irrigation, or industrial use. Reservoirs are also used to reduce peak discharge of floodwater, to increase the volume of water stored for generating hydroelectric power, or to increase the depth of water in a river so as to improve navigation and provide for recreation. Dams are usually of two basic types - masonry (concrete) and embankment (earth or rock-fill). Masonry dams are used to block streams running through narrow gorges, as in mountainous terrain; though such dams may be very high, the total amount of material required is much less. The choice between masonry and earthen dam and the actual design depend on the geology and configuration of the site, the functions of the dam, and cost factors. Auxiliary works for a dam include spillways, gates, or valves to control the discharge of surplus water downstream from the reservoir; an intake structure conducting water to a power station or to canals, tunnels, or pipelines for more distant use; provision for evacuating silt carried into the reservoir; and means for permitting boats or fish to cross the dam. A dam therefore is the central structure in a multipurpose scheme aiming at the conservation of water resources. Water levels in the reservoir upstream is controlled by opening and closing gates of the spillway which acts as the safety valve of the dam. In addition to spillways, openings through dams are also required for drawing off water for irrigation and water supply, for ensuring a minimum flow in the river for riparian interests downstream, for generating power, and for evacuating water and silt from the reservoir. -
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. -
Hydropower Special Market Report Analysis and Forecast to 2030 INTERNATIONAL ENERGY AGENCY
Hydropower Special Market Report Analysis and forecast to 2030 INTERNATIONAL ENERGY AGENCY The IEA examines the IEA member IEA association full spectrum countries: countries: of energy issues including oil, gas and Australia Brazil coal supply and Austria China demand, renewable Belgium India energy technologies, electricity markets, Canada Indonesia energy efficiency, Czech Republic Morocco access to energy, Denmark Singapore demand side Estonia South Africa management and Finland Thailand much more. Through France its work, the IEA Germany advocates policies that Greece will enhance the Hungary reliability, affordability Ireland and sustainability of Italy energy in its 30 member countries, Japan 8 association countries Korea and beyond. Luxembourg Mexico Netherlands New Zealand Norway Revised version, Poland July 2021. Information notice Portugal found at: www.iea.org/ Slovak Republic corrections Spain Sweden Switzerland Turkey United Kingdom Please note that this publication is subject to United States specific restrictions that limit its use and distribution. The The European terms and conditions are available online at Commission also www.iea.org/t&c/ participates in the work of the IEA This publication and any map included herein are without prejudice to the status of or sovereignty over any territory, to the delimitation of international frontiers and boundaries and to the name of any territory, city or area. Source: IEA. All rights reserved. International Energy Agency Website: www.iea.org Hydropower Special Market Report Abstract Abstract The first ever IEA market report dedicated to hydropower highlights the economic and policy environment for hydropower development, addresses the challenges it faces, and offers recommendations to accelerate growth and maintain the existing infrastructure. -
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 -
Of Bangladesh: an Overview
Chapter 3 Socioeconomic Status and Development of Chittagong Hill Tracts (CHT) of Bangladesh: An Overview MIZANUR RAHMAN SHELLEY Chairman Centre for Development Research Bangladesh (CDRB) 3.1 Introduction The processes of growth, poverty alleviation, and sustainable resource management in the Chittagong Hill Tracts’ (CHT) area of Bangladesh were seriously obstructed by 20 years of insurgency and armed conflict in the region which lasted until recent times. This period of insurgency in the Chittagong Hill Tracts of Bangladesh was brought to a formal end on the 2nd December 1997 with the signing of a peace agreement between the Bangladesh National Committee on the Chittagong Hill Tracts, representing the Government of Bangladesh, and the ‘Parbatya Chattagram Janasanghati Samity’ (PCJSS), representing the political wing of the insurgent ‘Shanti Bahini’, (Peaceful Sister(s) composed mainly of the militants among the tribe of the Chittagong Hill Tracts (CHT). The two sides affirmed their full and firm allegiance to territorial integrity, sovereignty, and the constitution of Bangladesh. The agreement was the outcome of a political process of peaceful dialogues and negotiations that extended over the tenures of three successive governments, dating from the eighties. Drawn up, finalised, and signed within a year and a half of the inception of the tenure of the Awami League Government of Prime Minister Sheikh Hasina, the peace agreement accommodated the demands for cultural, religious, and economic autonomy and equity of the hill people within the framework of sovereign 107 Untitled-4 107 7/19/2007, 1:07 PM Bangladesh and hence successfully put an end to the armed violence in the strategic and economically promising territory. -
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