Ganga River Basin Management Plan - 2015
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Monitoring and Evaluation of River Ganga System in Himalayan Region with Reference to Limnological Aspects
World Applied Sciences Journal 33 (2): 203-212, 2015 ISSN 1818-4952 © IDOSI Publications, 2015 DOI: 10.5829/idosi.wasj.2015.33.02.72 Monitoring and Evaluation of River Ganga System in Himalayan Region with Reference to Limnological Aspects 12Gagan Matta and Ajendra Kumar 1Department of Zoology and Environmental Science, Gurukula Kangri University, Haridwar, India 2Department of Mathematics and Statistics, Gurukula Kangri University, Haridwar, India Abstract: Water is an important asset for every developing country especially the river water which is the prime source for drinking water. The Ganges, one of the largest river system of Indian subcontinent is being severely polluted by mass bathing, sewage treatment plants, factory effluents and various other human activities. In Haridwar River Ganga System comprising of River Ganga and Ganga Canal emerging out from Ganga River, both with great ritual importance among pilgrims and tourists at Haridwar, Uttarakhand, India. Here also Ganga River and Canal are day by day getting polluted due to mass bathing, washing, disposal of sewage, industrial waste and these human activities deteriorating its water quality severely. River water samples collected in all the seasons of the years 2013 and 2014 were analyzed for various water quality characteristics. Data has statistically been analysed indicating positive and negative relation among parameters. The present study revealed that major factors contributing to deterioration of water quality might be continues discharge of industrial discharge, tourism, anthropogenic and spiritual practices. Therefore, to restore the vitality and water quality of river, proper water resource planning programme should be developed. Key words: River Ganga System River Ganga Haridwar Ganga Canal Water Quality Himalayas INTRODUCTION in 1947, India had 22 million ha under irrigation. -
CBIP EXECUTIVE MEMBERS DIRECTORY (As on 1St January 2016)
CBIP EXECUTIVE MEMBERS DIRECTORY (As on 1st January 2016) Central Board of Irrigation & Power 8 Decades of Service to the Nation Office Bearers of CBIP PRESIDENT Shri Major Singh Chairperson, CEA VICE PRESIDENTS Shri G.S. Jha Shri K.S. Popli Shri Ashok Sethi Chairman, CWC CMD, IREDA ED, Tata Power SECRETARY DIRECTORS Shri V.K. Kanjlia Shri P.P. Wahi Shri A.C. Gupta Shri C.S. Malik CBIP Executive Members Directory ISO : 9001-2008 Central Board of Irrigation & Power Malcha Marg, Chanakyapuri, New Delhi 110 021 January 2016 Central Board of Irrigation & Power Malcha Marg, Chanakyapuri, New Delhi – 110021 Telephone +91-11-2611 5984/2611 6567/2410 1594 Fax: +91-11-2611 6347 E-mail: [email protected] Website: www.cbip.org (ii) FOREWORD The Central Board of Irrigation and Power a premier institution created by GOI, has been serving the Nation in the disciplines of Water Resources, Power Sector and Renewable Energy Sectors for more than 89 years. CBIP has contributed excellently in the past years in dissemination of technical knowledge to help the Engineers/Professionals to update their knowledge and gain practical know-how. It is also providing linkage to Indian Engineers with their counter parts in other countries for accentuation of their technical knowledge. It is the national Headquarter of 10 international and 2 national organizations related to Power, Water Resources and Renewable Energy Sectors. The Central Board of Irrigation and Power is celebrating CBIP Day on 29th December 2015 so at to recognize the outstanding contribution of the various organizations and professionals in the field of Water Resources, Power and Renewable Energy Sectors. -
Table of Contents
Table of Contents Acknowledgements xi Foreword xii I. EXECUTIVE SUMMARY XIV II. INTRODUCTION 20 A. The Context of the SoE Process 20 B. Objectives of an SoE 21 C. The SoE for Uttaranchal 22 D. Developing the framework for the SoE reporting 22 Identification of priorities 24 Data collection Process 24 Organization of themes 25 III. FROM ENVIRONMENTAL ASSESSMENT TO SUSTAINABLE DEVELOPMENT 34 A. Introduction 34 B. Driving forces and pressures 35 Liberalization 35 The 1962 War with China 39 Political and administrative convenience 40 C. Millennium Eco System Assessment 42 D. Overall Status 44 E. State 44 F. Environments of Concern 45 Land and the People 45 Forests and biodiversity 45 Agriculture 46 Water 46 Energy 46 Urbanization 46 Disasters 47 Industry 47 Transport 47 Tourism 47 G. Significant Environmental Issues 47 Nature Determined Environmental Fragility 48 Inappropriate Development Regimes 49 Lack of Mainstream Concern as Perceived by Communities 49 Uttaranchal SoE November 2004 Responses: Which Way Ahead? 50 H. State Environment Policy 51 Institutional arrangements 51 Issues in present arrangements 53 Clean Production & development 54 Decentralization 63 IV. LAND AND PEOPLE 65 A. Introduction 65 B. Geological Setting and Physiography 65 C. Drainage 69 D. Land Resources 72 E. Soils 73 F. Demographical details 74 Decadal Population growth 75 Sex Ratio 75 Population Density 76 Literacy 77 Remoteness and Isolation 77 G. Rural & Urban Population 77 H. Caste Stratification of Garhwalis and Kumaonis 78 Tribal communities 79 I. Localities in Uttaranchal 79 J. Livelihoods 82 K. Women of Uttaranchal 84 Increased workload on women – Case Study from Pindar Valley 84 L. -
Chapter-1 Introduction
CHAPTER-1 INTRODUCTION 1.0 Background Lakhwar Project is a part of multipurpose scheme primarily a peaking power station on river Yamuna in the district of Dehradun in Uttarakhand. The scheme envisages construction of 204m high concrete dam on river Yamuna near Lohari village. The Multipurpose scheme also envisages construction of Vyasi HEP (Hathiari power station) downstream of Lakhwar HEP. The scheme also includes construction of a barrage at Katapathar about 3 Km downstream of Hathiari powerhouse station (Vyasi HEP) on river Yamuna. The inflow and stored water in Lakhwar and Vyasi reservoir after generation of power at Lakhwar underground power house and Hathiari power house will be balanced at Katapathar barrage for downstream use. As a result of regulated flow from the Katapathar barrage, it is also assessed that about 75 MU of additional energy would be generated from the existing downstream projects of Uttarakhand state such as Dhakrani, Dhalipur, Kulhal and Khara. The live storage of Lakhwar reservoir is estimated to be 330.66 MCum. The project was originally approved by planning commission with estimated cost of Rs. 140.97 crores in Jan, 1976 as multipurpose scheme. Environmental clearance was accorded to the project by MOE&F in Feb, 1987. The initial work of Lakhwar Vyasi Project was started in 1979 and three major contracts for construction of main civil works of the project were signed in July, 1987. Some construction works such as abutment stripping for Lakhwar dam, construction of 2 nos. diversion tunnels, part excavation of underground powerhouse, part excavation of tail race tunnel etc at Lakhwar site and abutment stripping for Vyasi dam, excavation of head race tunnel, diversion channel, part excavation of 1-1 surge shaft, pressure shaft, surface powerhouse, etc at Vyasi/ Hathiari site have been completed. -
Ganga River Basin Management Plan Interim Report Anga River Basin
Ganga River Basin Management Plan Interim Report September 2013 by Consortium of 7 “Indian Institute of Technology”s (IITs) IIT IIT IIT IIT IIT IIT IIT Bombay Delhi Guwahati Kanpur Kharagpur Madras Roorkee In Collaboration with IIT NIH CIFRI NEERI JNU PU NIT-K DU BHU ISI Allahabad WWF Kolkata University India • ii • Preface In exercise of the powers conferred by sub-sections (1) and (3) of Section 3 of the Environment (Protection) Act, 1986 (29 of 1986), the Central Government constituted the National Ganga River Basin Authority (NGRBA) as a planning, financing, monitoring and coordinating authority for strengthening the collective efforts of the Central and State Governments for effective abatement of pollution and conservation of the Ganga river. One of the important functions of the NGRBA is to prepare and implement a Ganga River Basin Management Plan (GRBMP). A Consortium of 7 “Indian Institute of Technology”s (IITs) was given the responsibility of preparing the GRBMP by the Ministry of Environment and Forests (MoEF), GOI, New Delhi. A Memorandum of Agreement (MoA) was signed between 7 IITs (Bombay, Delhi, Guwahati, Kanpur, Kharagpur, Madras and Roorkee) and MoEF for this purpose on July 6, 2010. This is the Interim “Ganga River Basin Management Plan”. The thrust of this Plan is to relate the diverse environmental degradations occurring in the basin with their causal factors, and thereby frame a roadmap for redeeming National River Ganga Basin’s Environment. The task involved different thematic groups of experts from 7 IITs and other premier organizations identifying different causal factors and assessing their impacts on the basin to synthesize the findings and recommendations in fulfillment of the important missions identified in the Plan. -
National Ganga River Basin Authority (Ngrba)
NATIONAL GANGA RIVER BASIN AUTHORITY (NGRBA) Public Disclosure Authorized (Ministry of Environment and Forests, Government of India) Public Disclosure Authorized Environmental and Social Management Framework (ESMF) Public Disclosure Authorized Volume I - Environmental and Social Analysis March 2011 Prepared by Public Disclosure Authorized The Energy and Resources Institute New Delhi i Table of Contents Executive Summary List of Tables ............................................................................................................... iv Chapter 1 National Ganga River Basin Project ....................................................... 6 1.1 Introduction .................................................................................................. 6 1.2 Ganga Clean up Initiatives ........................................................................... 6 1.3 The Ganga River Basin Project.................................................................... 7 1.4 Project Components ..................................................................................... 8 1.4.1.1 Objective ...................................................................................................... 8 1.4.1.2 Sub Component A: NGRBA Operationalization & Program Management 9 1.4.1.3 Sub component B: Technical Assistance for ULB Service Provider .......... 9 1.4.1.4 Sub-component C: Technical Assistance for Environmental Regulator ... 10 1.4.2.1 Objective ................................................................................................... -
Efficacy of Grout Curtain at Ramganga Dam M
View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by Missouri University of Science and Technology (Missouri S&T): Scholars' Mine Missouri University of Science and Technology Scholars' Mine International Conference on Case Histories in (1984) - First International Conference on Case Geotechnical Engineering Histories in Geotechnical Engineering 08 May 1984, 10:15 am - 5:00 pm Efficacy of outGr Curtain at Ramganga Dam M. C. Goel University of Roorkee, Roorkee, India B. N. Sharma Flood Control Department, Gauhati-3, Assam, India Follow this and additional works at: https://scholarsmine.mst.edu/icchge Part of the Geotechnical Engineering Commons Recommended Citation Goel, M. C. and Sharma, B. N., "Efficacy of outGr Curtain at Ramganga Dam" (1984). International Conference on Case Histories in Geotechnical Engineering. 11. https://scholarsmine.mst.edu/icchge/1icchge/1icchge-theme3/11 This Article - Conference proceedings is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in International Conference on Case Histories in Geotechnical Engineering by an authorized administrator of Scholars' Mine. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. Efficacy of Grout Curtain at Ramganga Dam M. C. Goel Professor, Water Resources Development Training Centre, University of Roorkee, Roorkee, India B. N. Sharma Assistant Engineer, Flood Control Department, Gauhati-3, Assam, India SYNOPSIS The analysis of foundation piezometer records at main dam and saddle dam of Ramganga Pro ject, has indicated that the single row grout curtain at main dam, is ineffective so far as the hydrostatic pressure reduction in foundation is concerned, whereas under similar conditions,upstream impervious blanket at saddle dam, is more effective in pressure reduction. -
Tehri Hydro Development Corporation Ltd
Tehri Hydro Development Corporation Ltd Environmental Studies for Vishnugad-Pipalkoti Hydro Electric Project EXECUTIVE SUMMARY ¾ Analysis of Alternatives ¾ Environmental Screening & Analysis for Advance Construction Works ¾ Archaeological Survey Report ¾ Terrestrial Biodiversity Report July 2009 CONSULTING ENGINEERING SERVICES ( INDIA ) PRIVATE LIMITED 57, Manjusha Building (5th Floor), Nehru Place New Delhi - 110 019 Project : Environmental Studies for Vishnugad – Pipalkoti Hydro-Electric Project Document : 2008026/EC Date: July 2009 Table of Contents Revision: R0 Contents 1. Executive Summary of Analysis of Alternatives 2. Executive Summary of Environmental Screening & Analysis for Advance Construction Works 3. Executive Summary of Archaeological Survey Report 4. Executive Summary of Terrestrial Biodiversity Report Project : Environmental Studies for Vishnugad-Pipalkoti Hydro-Electric Project Page: 1 Document : 2008026/EC Date: July 2009 Analysis of Alternatives/Executive Summary Revision: R0 ANALYSIS OF ALTERNATIVES EXECUTIVE SUMMARY 1.0 INTRODUCTION The 444 MW Vishnugad – Pipalkoti Hydro Electric Project (VPHEP) on the River Alaknanda in Chamoli district of Uttarakhand is being implemented by Tehri Hydro Development Corporation Limited (THDC). As part of the Environmental Studies of this project, an analysis of alternatives at macro and micro level was carried out. The objective was to study the various alternatives considered by the project proponents at various stages to arrive at the chosen alternatives and their environmental implications -
Indian Society of Engineering Geology
Indian Society of Engineering Geology Indian National Group of International Association of Engineering Geology and the Environment www.isegindia.org List of all Titles of Papers, Abstracts, Speeches, etc. (Published since the Society’s inception in 1965) November 2012 NOIDA Inaugural Edition (All Publications till November 2012) November 2012 For Reprints, write to: [email protected] (Handling Charges may apply) Compiled and Published By: Yogendra Deva Secretary, ISEG With assistance from: Dr Sushant Paikarai, Former Geologist, GSI Mugdha Patwardhan, ICCS Ltd. Ravi Kumar, ICCS Ltd. CONTENTS S.No. Theme Journal of ISEG Proceedings Engineering Special 4th IAEG Geology Publication Congress Page No. 1. Buildings 1 46 - 2. Construction Material 1 46 72 3. Dams 3 46 72 4. Drilling 9 52 73 5. Geophysics 9 52 73 6. Landslide 10 53 73 7. Mapping/ Logging 15 56 74 8. Miscellaneous 16 57 75 9. Powerhouse 28 64 85 10. Seismicity 30 66 85 11. Slopes 31 68 87 12. Speech/ Address 34 68 - 13. Testing 35 69 87 14. Tunnel 37 69 88 15. Underground Space 41 - - 16. Water Resources 42 71 - Notes: 1. Paper Titles under Themes have been arranged by Paper ID. 2. Search for Paper by Project Name, Author, Location, etc. is possible using standard PDF tools (Visit www.isegindia.org for PDF version). Journal of Engineering Geology BUILDINGS S.No.1/ Paper ID.JEGN.1: “Excessive settlement of a building founded on piles on a River bank”. ISEG Jour. Engg. Geol. Vol.1, No.1, Year 1966. Author(s): Brahma, S.P. S.No.2/ Paper ID.JEGN.209: “Geotechnical and ecologial parameters in the selection of buildings sites in hilly region”. -
Dams of India.Cdr
eBook IMPORTANT DAMS OF INDIA List of state-wise important dams of India and their respective rivers List of Important Dams in India Volume 1(2017) Dams are an important part of the Static GK under the General Awareness section of Bank and Government exams. In the following eBook, we have provided a state-wise list of all the important Dams in India along with their respective rivers to help you with your Bank and Government exam preparation. Here’s a sample question: In which state is the Koyna Dam located? a. Gujarat b. Maharashtra c. Sikkim d. Himachal Pradesh Answer: B Learning the following eBook might just earn you a brownie point in your next Bank and Government exam. Banking & REGISTER FOR A Government Banking MBA Government Exam 2017 Free All India Test 2 oliveboard www.oliveboard.in List of Important Dams in India Volume 1(2017) LIST OF IMPORTANT DAMS IN INDIA Andhra Pradesh NAME OF THE DAM RIVER Nagarjuna Sagar Dam (also in Telangana) Krishna Somasila Dam Penna Srisailam Dam (also in Telangana) Krishna Arunachal Pradesh NAME OF THE DAM RIVER Ranganadi Dam Ranganadi Bihar NAME OF THE DAM 2 RIVER Nagi Dam Nagi Chhattisgarh NAME OF THE DAM RIVER Minimata (Hasdeo) Bango Dam Hasdeo Gujarat NAME OF THE DAM RIVER Kadana Dam Mahi Karjan Dam Karjan Sardar Sarover Dam Narmada Ukai Dam Tapi 3 oliveboard www.oliveboard.in List of Important Dams in India Volume 1(2017) Himachal Pradesh NAME OF THE DAM RIVER Bhakra Dam Sutlej Chamera I Dam Ravi Kishau Dam Tons Koldam Dam Sutlej Nathpa Jhakri Dam Sutlej Pong Dam Beas Jammu & Kashmir NAME -
World Bank Document
Sample Procurement Plan (Text in italic font is meant for instruction to staff and should be deleted in the final version of the PP) Public Disclosure Authorized (This is only a sample with the minimum content that is required to be included in the PAD. The detailed procurement plan is still mandatory for disclosure on the Bank’s website in accordance with the guidelines. The initial procurement plan will cover the first 18 months of the project and then updated annually or earlier as necessary). I. General 1. Bank’s approval Date of the procurement Plan [Original: December 2007]: Revision 15 of Updated Procurement Plan, June 2010] 2. Date of General Procurement Notice: Dec 24, 2006 Public Disclosure Authorized 3. Period covered by this procurement plan: The procurement period of project covered from year June 2010 to December 2012 II. Goods and Works and non-consulting services. 1. Prior Review Threshold: Procurement Decisions subject to Prior Review by the Bank as stated in Appendix 1 to the Guidelines for Procurement: [Thresholds for applicable procurement methods (not limited to the list below) will be determined by the Procurement Specialist /Procurement Accredited Staff based on the assessment of the implementing agency’s capacity.] Public Disclosure Authorized Procurement Method Prior Review Comments Threshold US$ 1. ICB and LIB (Goods) Above US$ 500,000 All 2. NCB (Goods) Above US$ 100,000 First contract 3. ICB (Works) Above US$ 15 million All 4. NCB (Works) Above US$ 5 million All 5. (Non-Consultant Services) Below US$ 100,000 First contract [Add other methods if necessary] 2. -
Treatment of Left Bank Slopes of Ichari Dam
Missouri University of Science and Technology Scholars' Mine International Conference on Case Histories in (1988) - Second International Conference on Geotechnical Engineering Case Histories in Geotechnical Engineering 02 Jun 1988, 10:30 am - 3:00 pm Treatment of Left Bank Slopes of Ichari Dam Bhagwat V. K. Lavania University of Roorkee, Roorkee, India Follow this and additional works at: https://scholarsmine.mst.edu/icchge Part of the Geotechnical Engineering Commons Recommended Citation Lavania, Bhagwat V. K., "Treatment of Left Bank Slopes of Ichari Dam" (1988). International Conference on Case Histories in Geotechnical Engineering. 54. https://scholarsmine.mst.edu/icchge/2icchge/2icchge-session3/54 This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License. This Article - Conference proceedings is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in International Conference on Case Histories in Geotechnical Engineering by an authorized administrator of Scholars' Mine. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. Proceedings: Second International Conference on Case Histories in Geotechnical Engineering, June 1-5, 1988, St. louis, Mo., Paper No. 3.54 Treatment of Left Bank Slopes of lchari Dam Bhagwat V.K. Lavania Professor of Earthquake Engineering, University of Roorkee, Roorkee, India SYNOPSIS : The left bank of Jchari Diversion Dam was anticipated unstable because of toe submergence and drawdown effects after the construction of the dam, on the weak geological formations. Extensive laboratory and field investigations were carried out to determine the extent of stabilising measures needed.