The Sardar Sarovar Dam Project: Selected Documents Level
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Ancient Hindu Rock Monuments
ISSN: 2455-2631 © November 2020 IJSDR | Volume 5, Issue 11 ANCIENT HINDU ROCK MONUMENTS, CONFIGURATION AND ARCHITECTURAL FEATURES OF AHILYA DEVI FORT OF HOLKAR DYNASTY, MAHISMATI REGION, MAHESHWAR, NARMADA VALLEY, CENTRAL INDIA Dr. H.D. DIWAN*, APARAJITA SHARMA**, Dr. S.S. BHADAURIA***, Dr. PRAVEEN KADWE***, Dr. D. SANYAL****, Dr. JYOTSANA SHARMA***** *Pt. Ravishankar Shukla University Raipur C.G. India. **Gurukul Mahila Mahavidyalaya Raipur, Pt. R.S.U. Raipur C.G. ***Govt. NPG College of Science, Raipur C.G. ****Architectural Dept., NIT, Raipur C.G. *****Gov. J. Yoganandam Chhattisgarh College, Raipur C.G. Abstract: Holkar Dynasty was established by Malhar Rao on 29th July 1732. Holkar belonging to Maratha clan of Dhangar origin. The Maheshwar lies in the North bank of Narmada river valley and well known Ancient town of Mahismati region. It had been capital of Maratha State. The fort was built by Great Maratha Queen Rajmata Ahilya Devi Holkar and her named in 1767 AD. Rani Ahliya Devi was a prolific builder and patron of Hindu Temple, monuments, Palaces in Maheshwar and Indore and throughout the Indian territory pilgrimages. Ahliya Devi Holkar ruled on the Indore State of Malwa Region, and changed the capital to Maheshwar in Narmada river bank. The study indicates that the Narmada river flows from East to west in a straight course through / lineament zone. The Fort had been constructed on the right bank (North Wards) of River. Geologically, the region is occupied by Basaltic Deccan lava flow rocks of multiple layers, belonging to Cretaceous in age. The river Narmada flows between Northwards Vindhyan hillocks and southwards Satpura hills. -
Impact of Climate Change on Water Resources in Madhya Pradesh
Impact of Climate Change on Water Resources in Madhya Pradesh Impact of Climate Change on Water Resources in Madhya Pradesh Impacts of Climate Change on Water Resources in Madhya Pradesh - An Assessment Report This report is prepared under the financial support by Department for International Development (DFID) for the project Strengthening Performance Management in Government (SPMG) being implemented in Madhya Pradesh state of India. SPMG is an initiative of Department for International Development (DFID) to provide assistance to Government of Madhya Pradesh for strengthening planning and governance systems. One of the key focus areas of SPMG is to ensure environmental sustainability and climate compatible development in the state. As part of this initiative, Development Alternatives (DA) is recognized by Government of MP and DFID to provide technical support to Madhya Pradesh State Knowledge Management Centre on Climate Change (SKMCCC), EPCO. DA is assisting SKMCCC in facilitating integration of climate change concerns into departmental activities and plans, through strengthening technical capacities and generating strategic knowledge. Authors Dr. K.P Sudheer, Indian Institute of Technology, Madras Overall Guidance Mr. Anand Kumar, Ms. Harshita Bisht, Ms. Rowena Mathew, Development Alternatives (DA) Shri Ajatshatru Shrivastava, Executive Director, EPCO Mr. Lokendra Thakkar, Coordinator, State Knowledge Management Center on Climate Change, EPCO Acknowledgement We place on record our gratitude to the Department for International Development (DFID) for providing the financial and institutional support to this task and State Knowledge Management Centre on Climate Change (SKMCCC), EPCO, Government of Madhya Pradesh for their strategic guidance. Development Alternatives acknowledge the scientific expertise of Dr. K.P Sudheer from Indian Institute of Technology, Madras, for contributing in developing the impact assessment report. -
Resettlement in Narmada River Basin Evolution of Resettlement Policy in India
Resettlement in Narmada River Basin Evolution of Resettlement Policy in India Uday Shelat Professor, Department of Architecture and Planning The Maharaja Sayajirao University of Baroda, India Abstract The present paper examines the problems of resettlement of people affected by a large-scale water resource development project in India. At present there is no resettlement policy at the national level, but the Government of Gujarat has evolved resettlement policies for the Saradar Sarovar Project on the river Narmada. The attempt has been made to look into the policies, strategies and implementation process i.e., efforts made by the state government to resettle the project-affected people in the new habitats. Finally, the paper depicts recommendations and suggestions to strengthen the resettlement process. Introduction India after independence embarked on an ambitious programme of economic development. Nation faced twin problems of unemployment and poverty to begin with. The land was rich with diverse natural resources but was unharnessed. The crucial task was to channelize these resources- land, water, minerals, forests, and sea wealth so as to transform them into productive wealth for the people. India has unique geographic situation where arable land is spread out stretching from Kutch to Brahmputra valley and from Deccan trap to plains of Punjab, while bulk of surface water sources are concentrated in about dozen river basins; and 80% of surface water is available only in monsoon months which flows down the sea if not impounded. Therefore neither water nor land is utilised optimally, depriving the country of their full benefits. The Saradar Sarovar Project (SSP) on river Narmada was conceived keeping these potentials. -
Seismic Hazard Estimation for Rani Avanti Bai Sagar Project at Bargi
International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 7, July 2017, pp. 78–87, Article ID: IJCIET_08_07_009 Available online at http:// http://iaeme.com/Home/issue/IJCIET?Volume=8&Issue=7 ISSN Print: 0976-6308 and ISSN Online: 0976-6316 © IAEME Publication Scopus Indexed SEISMIC HAZARD ESTIMATION FOR RANI AVANTI BAI SAGAR PROJECT AT BARGI Rakesh Kumar Grover Associate Professor, Department of Civil Engineering, Jabalpur Engineering College, Jabalpur (M.P.), India Dr. R. K. Tripathi Professor, Department of Civil Engineering, National Institute of Technology, Raipur (C.G.) India Dr. Rajeev Chandak Professor & Head, Deparment of Civil Engineering, Jabalpur Engineering College, Jabalpur (M.P.), India Dr. H. K. Mishra Principal, Indira Gandhi Engineering College, Sagar, (M.P.) India ABSTRACT Rani Avanti Bai Sagar Project at Bargi is a multipurpose project in the state of Madhya Pradesh (India). In this study seismic hazard has been estimated for Bargi Dam site. The probabilistic Seismic Hazard analysis has been used. Effects of all the faults, which can produce earthquake equal to or more than 3.5 Magnitude and those within a radius of 300 Km from the centre of the Masonry Dam has been considered. The past history of earthquakes indicated that a total 82 earthquakes, of magnitude 3.5 or more has been occurred in last 175 years. The maximum magnitude reported within the region of consideration is 6.5 in 1927 at Umaria. Probabilistic approach use these data for hazard Analysis. Results are presented in the form of peak ground acceleration and seismic hazard curves. Key words: Peak Ground Acceleration, Ground Motion, Bargi Dam, Seismic Hazard, Psha Cite this Article: Rakesh Kumar Grover, Dr. -
The Omkareshwar Dam in India : Closing Doors on Peoples' Future
The Omkareshwar Dam in India : Closing Doors on Peoples’ Future Abstract: The Omkareshwar Project is one of 30 large dams to be built in the Narmada Valley and which are being contested by one of India’s strongest grassroots movements. In Spring 2004 MIGA, the World Bank’s Investment Guarantee Agency, turned down an application for Omkareshwar because of “environmental and social concerns”. The project will displace 50,000 small farmers and flood up to 5800 hectars of one of Central India’s last intact natural forests. Construction of the dam was taken up in November 2003, in spite of the fact that no Environmental Impact Asessment and no resettlement plan has been prepared for the project. The project violates a number of national and international standards, including the so-called Equator Principles. Although it has been turned down by Deutsche Bank, several foreign banks and export credit agencies are still considering loan and insurance applications for Omkareshwar. Village Sukwa, Omkareshwar submergence area A number of European private banks and several Export Credit Agencies (ECAs) have been asked to provide support for the highly controversial Omkareshwar Dam Project in India. In November 2003, representatives of the Japan Center for Sustainable Environment and Society (JACSES) and the German environment and human rights NGO Urgewald undertook a fact-finding mission to the Omkareshwar area. The following report is based on data collected during our visit as well as discussions with the project sponsor, affected villagers and a review of all obtainable project documents. The Project and its Sponsor The Omkareshwar Project was conceived in 1965 as an irrigation and power dam to be built in the Central Indian State of Madhya Pradesh. -
World Bank Document
Document of The World Bank FOR OFFICIAL USE ONLY Public Disclosure Authorized Report No. 5107-IN STAFF APPRAISAL REPORT Public Disclosure Authorized INDIA NARMADARIVER DEVELOPMENT- GUJARAT SARDAR SAROVARDAM AND POWERPROJECT Public Disclosure Authorized February 12, 1985 Public Disclosure Authorized South Asia Projects Department Irrigation II Division This document has a restricteddistribution and cmaybe used by recipients only in the performanceof their official duties. its contents mnavnot otherwise be disclosed without World Bank authorization. CURRENCYEQUIVALENTS US%1.00 = Rupees (Rs) 12.00 jj WEIGHTS AND MEASURES (METRIC SYSTEM) VJ 1 meter (m) = 3.28 feet (ft) 1 kilometer (ka) = 0.62 miles (mi) 1 hectare (ha) = 2.47 acres (ac) 1 million cubic meters (Mm3) = 810 acre-feet (ac-ft) 1 cubic foot per second (cusec or cfs) = 0.028 cubic meters per second (mL3/Ls) 1 kilogram (kg) = 2.2 pounds (lb) 1 metric ton (mt) = 2,205 pounds (lb) 1 million acre-feet (OAF) 1233.5 h cubic m (Mm3) 1 cubic meter per second (cumec) 35.3 cusec 1 ton - 1,000 kilograms (kg) 1 gigawatt hours (GWh) 1 million kilowvtt hours (kWh) 1 kilo volt (kv) - 1,000 volts (10 V) 1 megawatt (MW) = 1,000 kilowatts 1 kilocalorie per kilogram (Kcal/kg) = 1,8UO British thermal units per pound (Btu/lb) FISCAL YEAR GOI; GOG; GOM; GOMP; GOR April 1 - March 31 1/ The US Dollar/Rupee exchange rate is subject to change. Conversions in this report have been made at USAl.00 to Rs 12.00 except for the economic analysis which was made at a rate of US$1.00 to Rs 11.00. -
Perennial and Non-Perennial River- River Originating from Mountains, They Get Water Throughout the Year, That River Consider As Perennial River
Perennial and Non-Perennial river- River originating from mountains, they get water throughout the year, that river consider as Perennial river. on the other hand river originating from plateau region called Non-Perennial river. these river do not have enough water for the whole year. Peninsular river- They have a large seasonal fluctuation in volume as they are solely fed from rainfall. These river flow in valley with steep gradients. the river which end in the Bay of Bengal are called 'East flowing' river, If the river empties into the Arabian sea, it is called ' West flowing' river. Inland drainage river- The river which does not empty itself into any sea, and end with any lake or any other water body is known as Inland Drainage river. Classification Indus River Originated from Bokharchu Glacier , near Mansarover. Rivers in India Total length of about 2897 km, it fall into the Arabian sea. Enter in India through Ladakh, flow only in J&K. Ganga River It flow between the Ladakh range and the Zaskar range at Leh. Brahmaputra River Originates as the Bhagirathi from the Gangotri glacier. Originates from Mansaravar Lake. Alaknanda unites with Bhagirathi at Devprayag, Uttarakhand, henceafter know as Ganga. Total length of about 3848 km. It fall into Bay of Bengal. At Bangladesh, Ganga merge with Brahmaputra, mixture known as Padma river. Enter India in Arunachal Pradesh. most of its course lies outside India. Total length of about 2510 km, It fall into the Bay of Bengal. It flow parallel to the Himalayas in the eastward direction. Originate from the Yamunotri glacier, at the Bandarpoonch peak in Uttarakhand. -
“A Visit to Sardar Sarovar Dam”
“A VISIT TO SARDAR SAROVAR DAM” 23rd September 2017 Coordinator ORGANIZED BY J. S. Makadiya CIVIL DEPARTMENT S. M.DOBARIYA PREPARED BY D R SOLANKI J S MAKADIYA K.P.BARAD 1 CONTENT (1) Acknowledgement 03 (2) General Information 04 (3) Purpose of Visit 05 (4) Learning Point 06 (5) Conclusion 13 2 ACKNOWLEDGEMENT We are gladly thankful to Head of the Department Civil Engg. for providing such great opportunities to learn something new and innovative and our faculties who gave us a great guidance regarding training and instructed us the importance of training in civil field. So we decided to take visit in Sardar Sarovar Narmada dam, near Navagam. 3 GENERAL INFORMATION Narmada Dam & sardar sarovar are one of the largest water resources of India covering four major states - Maharashtra, Madhya Pradesh, Gujarat and Rajasthan. Dam's spillway discharging capacity is 30.7 lakhs cusecs. Narmada Main Canal' s length is 532 km and it is the largest irrigation canal in the world with 1133 cumecs (40000 cusecs) capacity at the head regulator. It is the largest dam and part of the Narmada Valley Project, a large hydraulic engineering project involving the construction of a series of large irrigation and hydroelectric multi-purpose dams on the Narmada river. 4 PURPOSE OF VISIT Our main purpose for this visit is to be familiar with industrial environment and to get practical knowledge of Hydraulic structure of dam and Hydro power plant in dam. Also in 5th semester subject like Irrigation engineering requires knowledge about how components of dam and hydro power plant are constructed, so it is very much convenient to see all the practical and components in real time work environment. -
SARDAR SAROVAR DAM VISIT REPORT.Pdf
A REPORT ON Industrial Visit for Mechanical Department 4 th & 6 th Sem. Degree Students At SARDAR SROVAR DAM Date of Visit : 7th February, 2019 Branch : MECHANICAL Time : 09:00 am – 01:30 pm Semester : 4th & 6th Faculty : Nikunj Sonaiya & Milan Gajera Department of Mechanical engineering from OM Engineering College arranged one day Industrial Visit for 4 th & 6 th Semester Degree students to “SARDAR SROVAR DAM dated 7th february, 2018 for better technical knowledge enhancement of students. Visit is important especially important in the field of Engineering as the practice of engineering has an inherent (and unavoidable) impact on society. These programs can be a powerful tool to constitute a positive industrial climate. Overall, the aim of all these visit to trains the students to familiar about power generation process. After visit students can identify their own efficiency and performance which important for their career, improving work efficiency and confidence. Purpose: Industrial visits are an integral part of Engineering and acknowledgment of technological up- gradation. The purpose of industrial visit for students is to provide technical knowledge with the technological development in the industry and to understand the gap between the theoretical and practical knowledge that could be passed in future. This experience can help students to provided information regarding functioning of various industries and associated problems and limitations. Interfacing with the industry also provide a chance to build networks and hone their communication skills. Moreover, the participating organizations also gain by getting refined students from the respective institute which could also help in improving their economy. 1. HISTORY The plan for harnessing the river for irrigation and power generation in the Narmada basin was initiated in 1946. -
Riverine Ecology and Fisheries •
Riverine ecology and fisheries •.. vis-a-vis hydrodynamic alterations: Impacts and remedial measures V. Pathak and R. K. Tyagi Bull. No. - 161 January - 2010 Central Inland Fisheries Research Institute (Indian Council of Agricultural Research) Barrackpore, Kolkata - 700120, West Bengal Riverine ecology and fisheries vis-a-vis hydrodynamic alterations: Impacts and remedial measures v. Pathak and R.K. Tyagi ISSN 0970-616X © 2009 Material contained in this Bulletin may not be reproduced, in any form, without the permission of the publisher Published by : Director, CIFRI,Barrackpore Edited By: Dr. P.K. Katiha Dr. R. K. Manna The Agricultural Economics Section and Project Monitoring and Documentation Cell, CIFRI,Barrackpore ) Printed at Eastern Printing Processor 93, Dakshindari Road, Kolkata - 48 90Vlf/(,/l/vYl/1!/ I!/DCPtCP'f'f (//Yl/d ?vSlIvI!/'I/VMy IContents subjects Page No. Foreword List of tables Hi List of figures Hi Introduction 1 Classification of rivers 1 Ecological status of rivers 4 Himalayan rivers Ganga 4 Ravi 5 Sutlej 5 Beas 5 Brahmaputra 7 Peninsular rivers Mahanadi 7 Godavari 8 Krishna 8 Cauvery 8 Narmada 9 Rate of energy transformation by producers 11 and fish production potential of rivers Fish fauna 13 Himalayan rivers 13 Peninsular rivers 18 90UIP(!/"I/U/1/f!/ f!/Cdyt<Y'F1f O//1/J ?us-/vf!/'I/Uf!/!v suifects Page No. Fishery 23 Himalayan rivers The Indus river system 23 Ganga 24 Brahmaputra 26 Peninsular rivers Mahanadi 27 Godavari 28 Krishna and Cauvery 29 Narmada 29 Tapti 30 Factors influencing fish production from rivers 30 Hydrological regimes 30 Environmental degradation 31 Fishing pressure 32 Conservation measures 34 90vlf/e/l/v/1/l!/ l!/C/{Yt{YfJ'1f (II/1/d fV!Y/vl!/'l/Vl!/!Y IForeword The vast network of Indian rivers and rivulets has been source for rich fish biodiversity, lucrative fishery and provide livelihood to countless riparian fishers. -
Quantitative Assessment of Coastal Changes Between
International Journal of Geology, Earth & Environmental Sciences ISSN: 2277-2081 (Online) An Online International Journal Available at http://www.cibtech.org/jgee.htm 2013 Vol.3 (3) September-December, pp.89-95/Janak et al. Research Article QUANTITATIVE ASSESSMENT OF COASTAL CHANGES BETWEEN NARMADA AND KIM RIVER OF SOUTH GUJARAT, INDIA Janak P Joshi1, Sumit Dabral2 and *Bindu Bhatt2 1Department of Geography, the Maharaja Sayajirao University of Baroda 2NHPC Ltd., Tawang Hydro-Electric Project Stage I, Nehru Market, District: Tawang – 790104, Arunachal Pradesh, India *Author for Correspondence ABSTRACT Coastal areas are very important for human beings since the beginning of time. Change detection is the process of identifying differences in the state of an object or phenomenon by observing it at different times. Coastal changes are attracting more focus since they are important environmental indicators that directly impact coastal economic development and land management. Both natural and anthropogenic processes along the coast control the erosion, and accretion activities of the coastal zones The study quantifies the changes along the Coast between Narmada and Kim River of South Gujarat, India by using geospatial techniques. The analysis of the multi-temporal remote sensing data shows that the coast is subject to important changes during years between 1978-2011 time interval including erosion and accretion. The study also demonstrates the applicability and efficacy of geospatial technique for quantitative assessment and monitoring of the coastal environment. Key Words: Quantitative, Erosion, Accretion, Coastal Region, Geospatial INTRODUCTION Coastal zone is the transition area between land and ocean Aidy et al., (2007) and is an area of complex, dynamic and delicate environment. -
A Case Study of Gujarat State, India Dr
The role of water technology in development: a case study of Gujarat State, India Dr. Rajiv Kumar Gupta, IAS, Government of Gujarat, Republic of India Type of tool: technology Location: Gujarat State, India Introduction This article traces the historical water problem in Gujarat both for drinking and irrigation that affected the development of the State, caused regional imbalances and increased incidence of rural poverty. Technological initiatives like the State Wide Water Grid, Micro Water Harvesting, Inter-Basin Transfer of Water and Power Sector Reforms have changed the entire water scenario in the State. There has been a great deal of emphasis on peoples’ participation in water governance as well. Water challenges in Gujarat Gujarat has just 2.28% of India’s water resources and 6.39% of country’s geographical area. This is again constrained by imbalances in intra-state distribution. The State has an average annual rainfall of 80 cm with a high coefficient of variance over time and space and as a result droughts have been frequent. Out of 185 rivers, the State has only eight perennial rivers and all of them are located in southern part. Around 80% of the State’s surface water resources are concentrated in central and southern Gujarat, whereas the remaining three-quarters of the State has only 20%. On average, three years in a cycle of 10 years have been drought years. Since Indian independence in 1947, the drought years of Gujarat have been as follows: 1951, 1952, 1955, 1956, 1957, 1962, 1963, 1965, 1968, 1969, 1972, 1974, 1980, 1985, 1986, 1987, 1991, 1999, 2000 and 2003 (Gupta, 2004).