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Satara. in 1960, the North Satara Reverted to Its Original Name Satara, and South Satara Was Designated As Sangli District
MAHARASHTRA STATE GAZETTEERS Government of Maharashtra SATARA DISTRICT (REVISED EDITION) BOMBAY DIRECTORATE OF GOVERNMENT PRINTING, STATIONARY AND PUBLICATION, MAHARASHTRA STATE 1963 Contents PROLOGUE I am very glad to bring out the e-Book Edition (CD version) of the Satara District Gazetteer published by the Gazetteers Department. This CD version is a part of a scheme of preparing compact discs of earlier published District Gazetteers. Satara District Gazetteer was published in 1963. It contains authentic and useful information on several aspects of the district and is considered to be of great value to administrators, scholars and general readers. The copies of this edition are now out of stock. Considering its utility, therefore, need was felt to preserve this treasure of knowledge. In this age of modernization, information and technology have become key words. To keep pace with the changing need of hour, I have decided to bring out CD version of this edition with little statistical supplementary and some photographs. It is also made available on the website of the state government www.maharashtra.gov.in. I am sure, scholars and studious persons across the world will find this CD immensely beneficial. I am thankful to the Honourable Minister, Shri. Ashokrao Chavan (Industries and Mines, Cultural Affairs and Protocol), and the Minister of State, Shri. Rana Jagjitsinh Patil (Agriculture, Industries and Cultural Affairs), Shri. Bhushan Gagrani (Secretary, Cultural Affairs), Government of Maharashtra for being constant source of inspiration. Place: Mumbai DR. ARUNCHANDRA S. PATHAK Date :25th December, 2006 Executive Editor and Secretary Contents PREFACE THE GAZETTEER of the Bombay Presidency was originally compiled between 1874 and 1884, though the actual publication of the volumes was spread over a period of 27 years. -
Maharashtra: Rivers Start Rising Again After 24 Hours of Heavy Rain, Water Commission Sounds Flood Alert
English | Epaper (http://epaperbeta.timesofindia.com/) | GadgetsNow 15 (https:/(h/ttwtpitste:/(hr/.wcttowpmsw:/(.tfh/imattimctpeesbos:so/o/fiowfinkwndia.cdiawo.)ym.oin/uTdiatimubeteims.oceofsImn.cdia/oums)e/rrs/sT.imcmess)OfIndiaC Claim your 6 points SIGN IN (https://www.gadgetsnow.com/) CITY (httpCs:i//ttyi m(hettsposfin://tdimiae.isnodfiniatdimiae.isn.dcoiamtim/) es.com/city) Pune (https://timesofindia.indiatimes.com/city/pune) Mumbai (https://timesofindia.indiatimes.com/city/mumbai) Delhi (https://timesofindia.indiatimes.co Civic Issues (https://timesofindia.indiatimes.com/city/pune?cfmid=14000000) Crime (https://timesofindia.indiatimes.com/city/pune?cfmid=2000000) Politics (https://timesofindia.indiatimes.com/city/pu NEWS (HTTPS://TIMESOFINDIA.INDIATIMES.COM/) / CITY NEWS (HTTPS://TIMESOFINDIA.INDIATIMES.COM/CITY) / PUNE NEWS (HTTPS://TIMESOFINDIA.INDIATIMES.COM/CITY/PUNE) / MAHARASHTRA: RIVERS START RISING AGAIN AFTER 24 HOURS OF HEAVY RAIN, WATER COMMISSION SOUNDS FLOOD ALERT Maharashtra: Rivers start rising again after 24 hours of heavy rain, water commission sounds flood alert Neha Madaan (https://timesofindia.indiatimes.com/toireporter/author-Neha-Madaan-479214644.cms) | TNN | Updated: Sep 4, 2019, 18:45 IST (/articleshowprint/70984445.cms) The Mutha river rose on Wednesday after water was released from the Khadakwasla dam PUNE: The heavy to very heavy rain in the last 24 hours till Wednesday morning left several rivers across the state rising again with the Central Water Commission (CWC) sounding a flood alert for Pune, Palghar, Thane, Mumbai (urban and suburban), Raigad, Ratnagiri, Sindhudurg, Satara and Kolhapur. A similar alert has been sounded along the course of the west flowing rivers Krishna, Bhima and their tributaries. A CWC official said with many dams in Maharashtra (https://timesofindia.indiatimes.com/india/maharashtra) starting to release water, the rivers were expected to start rising at various locations. -
The High Deccan Duricrusts of India and Their Significance for the 'Laterite
The High Deccan duricrusts of India and their significance for the ‘laterite’ issue Cliff D Ollier1 and Hetu C Sheth2,∗ 1School of Earth and Geographical Sciences, The University of Western Australia, Nedlands, W.A. 6009, Australia. 2Department of Earth Sciences, Indian Institute of Technology (IIT) Bombay, Powai, Mumbai 400 076, India. ∗e-mail: [email protected] In the Deccan region of western India ferricrete duricrusts, usually described as laterites, cap some basalt summits east of the Western Ghats escarpment, basalts of the low-lying Konkan Plain to its west, as well as some sizeable isolated basalt plateaus rising from the Plain. The duricrusts are iron-cemented saprolite with vermiform hollows, but apart from that have little in common with the common descriptions of laterite. The classical laterite profile is not present. In particular there are no pisolitic concretions, no or minimal development of con- cretionary crust, and the pallid zone, commonly assumed to be typical of laterites, is absent. A relatively thin, non-indurated saprolite usually lies between the duricrust and fresh basalt. The duricrust resembles the classical laterite of Angadippuram in Kerala (southwestern India), but is much harder. The High Deccan duricrusts capping the basalt summits in the Western Ghats have been interpreted as residuals from a continuous (but now largely destroyed) laterite blan- ket that represents in situ transformation of the uppermost lavas, and thereby as marking the original top of the lava pile. But the unusual pattern of the duricrusts on the map and other evidence suggest instead that the duricrusts formed along a palaeoriver system, and are now in inverted relief. -
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”. -
Koyna Dam (Pic:Mh09vh0100)
DAM REHABILITATION AND IMPROVEMENT PROJECT (DRIP) Phase II (Funded by World Bank) KOYNA DAM (PIC:MH09VH0100) ENVIRONMENT AND SOCIAL DUE DILIGENCE REPORT August 2020 Office of Chief Engineer Water Resources Department PUNE Region Mumbai, Maharashtra E-mail: [email protected] CONTENTS Page No. Executive Summary 4 CHAPTER 1: INTRODUCTION 1.1 PROJECT OVERVIEW 6 1.2 SUB-PROJECT DESCRIPTION – KOYNA DAM 6 1.3 IMPLEMENTATION ARRANGEMENT AND SCHEDULE 11 1.4 PURPOSE OF ESDD 11 1.5 APPROACH AND METHODOLOGY OF ESDD 12 CHAPTER 2: INSTITUTIONAL FRAMEWORK AND CAPACITY ASSESSMENT 2.1 POLICY AND LEGAL FRAMEWORK 13 2.2 DESCRIPTION OF INSTITUTIONAL FRAMEWORK 13 CHAPTER 3: ASSESSMENT OF ENVIRONMENTAL AND SOCIAL CONDITIONS 3.1 PHYSICAL ENVIRONMENT 15 3.2 PROTECTED AREA 16 3.3 SOCIAL ENVIRONMENT 18 3.4 CULTURAL ENVIRONMENT 19 CHAPTER 4: ACTIVITY WISE ENVIRONMENT & SOCIAL SCREENING, RISK AND IMPACTS IDENTIFICATION 4.1 SUB-PROJECT SCREENING 20 4.2 STAKEHOLDERS CONSULTATION 24 4.3 DESCRIPTIVE SUMMARY OF RISKS AND IMPACTS BASED ON SCREENING 24 CHAPTER 5: CONCLUSIONS & RECOMMENDATIONS 5.1 CONCLUSIONS 26 5.1.1 Risk Classification 26 5.1.2 National Legislation and WB ESS Applicability Screening 26 5.2 RECOMMENDATIONS 27 5.2.1 Mitigation and Management of Risks and Impacts 27 5.2.2 Institutional Management, Monitoring and Reporting 28 List of Tables Table 4.1: Summary of Identified Risks/Impacts in Form SF 3 23 Table 5.1: WB ESF Standards applicable to the sub-project 26 Table 5.2: List of Mitigation Plans with responsibility and timelines 27 List of Figures Figure -
6. Water Quality ------61 6.1 Surface Water Quality Observations ------61 6.2 Ground Water Quality Observations ------62 7
Version 2.0 Krishna Basin Preface Optimal management of water resources is the necessity of time in the wake of development and growing need of population of India. The National Water Policy of India (2002) recognizes that development and management of water resources need to be governed by national perspectives in order to develop and conserve the scarce water resources in an integrated and environmentally sound basis. The policy emphasizes the need for effective management of water resources by intensifying research efforts in use of remote sensing technology and developing an information system. In this reference a Memorandum of Understanding (MoU) was signed on December 3, 2008 between the Central Water Commission (CWC) and National Remote Sensing Centre (NRSC), Indian Space Research Organisation (ISRO) to execute the project “Generation of Database and Implementation of Web enabled Water resources Information System in the Country” short named as India-WRIS WebGIS. India-WRIS WebGIS has been developed and is in public domain since December 2010 (www.india- wris.nrsc.gov.in). It provides a ‘Single Window solution’ for all water resources data and information in a standardized national GIS framework and allow users to search, access, visualize, understand and analyze comprehensive and contextual water resources data and information for planning, development and Integrated Water Resources Management (IWRM). Basin is recognized as the ideal and practical unit of water resources management because it allows the holistic understanding of upstream-downstream hydrological interactions and solutions for management for all competing sectors of water demand. The practice of basin planning has developed due to the changing demands on river systems and the changing conditions of rivers by human interventions. -
Koyna Hydroelectric Project
IPWI1 WIRiR CiT D- RESTRICTED Report No. TO-325b Public Disclosure Authorized I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ This report was prepared for use within the Association. It may not be published nor may it be quoted as representing the Association's views. The Association accepts no responsibility for the accurocy or completeness of the contents of the L report,.. INTERNATIONAL DEVELOPMENT ASSOCIATION Public Disclosure Authorized APPRAISAL OF KOYNA HYDROELECTRIC PROJECT STAGE II TNTrTA Public Disclosure Authorized July 30, 1962 Public Disclosure Authorized Djepartment of0 Tech.nical Operations CURRENCY EQUIVALENTS USu,T$1 411d'' J -z.A. '76tIVU ±1LTndi4an Q L"RDupees I Runee or = Zi cents (US) 100 Naya Paisa US $1 Million = Rs. 4, 760, 000 Rs. 1 Million = US $210, 000 TABLE OF CONTENTS Paragraphs SUMARY i- ix I. INTRGDUCTION 1 - 5 II. THE BORROWIE 6- 9 The Maharashtra State Electricity Board 7 - 9 III. THE POCMER 1ARKET 10 16 Forecast of Demand and Energy Consumption 13 - 16 IV. THE KOYNA DEVELOPMENT 17 - 21 VI TME PROJECr 22 - 34 Cost of Project 24 - 26 Arrangements for Engineering and Construction 27 - 29 Operation after Completion 30 - 32 Construction Schedule 33 .EXpenditure Schedule 34 VI. FINANCIAL ASPECTS 35 - 8 Tariffs 35 - 37 FinanG-ia1 Plnn 38 -4 Estimated Future Earnings 44 - 45 De o I _ 1.7 -- t- Vw*ss VX L4 I Auditors 48 VII. CONCLUSIONS 49 - 5 A MMT TT__T__-- _ _- -' I = _ * _'m;- aA; _ ;{ | afiI.:r1 ~ fvH.l nyuvut tUt;V±.t -
Abstract Reg LD-2009
NATIONAL REGISTER OF LARGE DAMS – 2009 FOREWORD PREFACE ABSTRACT DAMS OF NATIONAL IMPORTANCE ( COMPLETED AND ONGOING) STATE-WISE DISTRIBUTION OF LARGE DAMS:- Height 10 to 15 metres. Height more than 15 metres. Height more than 15 metres or storage more than 60 m cubic metre Height more than 50 metres. State Wise Distribution Of Large Dams(Existing & Ongoing) in India Decade-wise distribution of large dams - Column graph State-wise distribution of completed large dams in India – Pie diagram State-wise distribution of ongoing large dams in India – Pie diagram Project Identification Code (PIC) STATE-WISE DETAILS OF LARGE DAMS : - Andaman & Nicobar Andhra Pradesh Arunachal Pradesh Assam Bihar Chhattisgarh Goa Gujarat Himachal Pradesh Jammu & Kashmir Jharkhand Karnataka Kerala Maharashtra Madhya Pradesh Manipur Meghalaya Orissa Punjab Rajasthan Sikkim Tamil Nadu Tripura Uttrakhand Uttar Pradesh West Bengal FOREWORD With the ever increasing population and the consequent increasing demand for water for various uses, it has become necessary not only to construct new dams but also rehabilitate and maintain existing ones. The dams provide storages to tide over the temporal and spatial variation in rainfall for meeting the year round requirements of drinking water supply, irrigation, hydropower and industries in the country which lead to development of the national economy. Dams have helped immensely in attaining self sufficiency in foodgrain production besides flood control and drought mitigation. The maintenance of these dams in good health is a serious matter, as failure of any dam would result in huge loss of life and property. Thus safety of dams and allied structures is an important issue that needs to be continuously monitored for ensuring public confidence, protection of downstream areas from potential hazard and ensuring continued accrual of benefits from the large national investments. -
Of 77 OPEN E-TENDER TSV Services CIN No
OPEN E-TENDER TSV Services CIN No. L74899DL1999GOI101707 Website: www.irctc.com Email id: [email protected] OPEN E-TENDER BID DOCUMENT FOR PROVISION OF ONBOARD CATERING SERVICES THROUGH TRAIN SIDE VENDING (TSV), IN IDENTIFIED MAIL / EXPRESS / SUPER FAST TRAINS, RUNNING WITHOUT PANTRY CAR, IN PARTIAL / COMPLETE UNBUNDLING MODEL IN FOLLOWING SECTIONS Sec. No. TSV Section Railway I CSMT-Daund-CSMT(Via Pune)/CSMT – Roha-CSMT/Roha-BSR-Roha Central Railway II DAUND-KOLHAPUR-DAUND/PUNE-KOLHAPUR-PUNE Central Railway III MMR-CSMT-MMR Central Railway IV MMR-/Wadi/Latur(Via DD)-MMR & KMV-MRJ-KMV Central Railway V MMR-BSL-MMR Central Railway VI BRC-MMCT-BRC, Western Railway IX Central/West Central Railway NGP-ET-NGP XI Jabalpur (JBP) – Katni (KTE) – Satna (STA) – Manikpur (MKP) / Rewa – Jabalpur West Central Railway (JBP) and Jabalpur (JBP) – Bina (BINA) - Jabalpur (JBP) Via Katni (KTE) XVI Western Railway ADI-VG-DHG-SIOB-GIMB-BHUJ & SIOB-PNU XVII Western Railway VG-SUNR-RJT- HAPA-JAM- KNLS-OKHA and WKR-MVI-DAC-MALB XVIII SUNR-DLJ-SOJN-PIT/BVP; SUNR-DLJ-RLA-MHV; PBR-WSJ-JLR-RJT; PBR- Western Railway WSJ-LPJ-KNLS-JAM-RJT(VIA HAPA)/OKHA(VIA KNLS); SMNH-VRL-JND- JLR-RJT/OKHA(Via WSJ) XIX BINA-ET-BINA West Central Railway XX JBP-ET-JBP West Central Railway XXI BSL-ET-BSL Central/West Central Railway Last date and Time of Submission of bids : 25-02-2020 by 1500 hrs Date and Time of Opening of bids : 25-02-2020 at 1530 hrs Pre-bid Meeting : 14-02-2020 at 1500 hrs E-Tender No. -
Krishna Basin
CENTRAL WATER COMMISSION Krishna & Godavari Basin Organisation, Hyderabad Daily Bulletin for Flood Forecasting Stations Division : Lower Krishna Division Bulletin No : 22 Krishna Basin : . Dated : 6/22/2019 8:00 Inflow Forecast Stations : S.No Forecast Station Full Reservoir Level Live Capacity at FRL Level at 0800 Hours Live Storage on date % of Live Average Inflow Average Outflow Storage of last 24 hours of last 24 hours Vol. Diff. in Daily Rainfall & Estimated Discharge of all Base Stations at 08.30 Hours in Krishna Basin last 24 hrs (TMC) Estimated Metre Feet MCM TMC Metre Feet Trend MCM TMC Cumec Cusec Cumec Cusec Sl.No. Station River RF in mm Water Level (m) Discharge 1 Almatti Dam 519.60 1704.72 3137.18 110.78 508.01 1666.70 S 261.18 9.22 8 0 0 12 428 -0.04 (Cumec) 2 Narayanpur Dam 492.25 1614.99 740.35 26.14 487.18 1598.36 S 220.85 7.80 30 6 211 2 86 0.00 1 Kurundwad Krishna 4.9 522.535 No Flow 3 P D Jurala Project 318.52 1045.01 192.40 6.79 313.03 1027.00 S -59.61 -2.10 -31 0 14 3 95 -0.01 2 Sadalga Dudhganga 0.0 528.470 No Flow 4 Tungabhadra Dam 497.74 1633.01 2855.89 100.84 479.76 1574.03 S 58.86 2.08 2 0 0 5 189 -0.02 3 Gokak Ghataprabha 0.0 539.284 No Flow 5 Sunkesula Barrage 292.00 958.00 33.98 1.20 285.18 935.63 F 0.00 0.00 0 0 0 0 0 0.00 4 Almatti Dam Krishna 0.0 508.010 - 6 Srisailam Dam 269.75 885.01 6110.90 215.78 245.73 806.20 S 812.43 28.69 13 30 1049 0 0 -0.09 5 Cholachguda Malaprabha 0.0 524.750 No Flow 7 Pulichintala Proj. -
European Academic Research
EUROPEAN ACADEMIC RESEARCH Vol. II, Issue 7/ October 2014 Impact Factor: 3.1 (UIF) ISSN 2286-4822 DRJI Value: 5.9 (B+) www.euacademic.org Spatio-Temporal Analysis of Female Literacy Rate in Satara District (Ms) L. B. TONAPE Department of Geography Y. C. Mahavidyalaya, Karmala India B. M. SULE Department of Geography Karmaveer Bhaurao Patil Mahavidyalaya Pandharpur, Dist-Solapur (M.S.) India A. J. BARAKADE Department of Geography Karmaveer Bhaurao Patil Mahavidyalaya Pandharpur, Dist-Solapur (M.S.) India Abstract: This paper is an attempt to analyze the Trend and Spatio- temporal analysis of Female Literacy Rate in Satara District of Maharashtra. Women education is an important socio-economic variable having strong implication for human development and status of the women. Hence, society and government have paid increasing attention to the women education. Women literacy or education is a part of social and population geography. This is largely attributed to women’s lower status in our society, which has contributed to their lower literacy rate in all over India. The relationship between educational attainments and awareness of hygiene improvement in family health, family children and standard of living is well established. The female literacy is affected on the various attributes of the population such as fertility, mortality, migration and also sex ratio. Thus, the analysis of female literacy is immense significant. The 8931 L. B. Tonape, B. M. Sule, A. J. Barakade- Spatio-Temporal Analysis of Female Literacy Rate in Satara District (Ms) fluctuating trend of female literacy rate may be seen from fact that 0.27 per cent in 1901, which was continuously increased and it reaches as 76.29 per cent in 2011. -
District Survey Report 2020-2021
District Survey Report Satara District DISTRICT MINING OFFICER, SATARA Prepared in compliance with 1. MoEF & CC, G.O.I notification S.O. 141(E) dated 15.1.2016. 2. Sustainable Sand Mining Guidelines 2016. 3. MoEF & CC, G.O.I notification S.O. 3611(E) dated 25.07.2018. 4. Enforcement and Monitoring Guidelines for Sand Mining 2020. 1 | P a g e Contents Part I: District Survey Report for Sand Mining or River Bed Mining ............................................................. 7 1. Introduction ............................................................................................................................................ 7 3. The list of Mining lease in District with location, area, and period of validity ................................... 10 4. Details of Royalty or Revenue received in Last five Years from Sand Scooping Activity ................... 14 5. Details of Production of Sand in last five years ................................................................................... 15 6. Process of Deposition of Sediments in the rivers of the District ........................................................ 15 7. General Profile of the District .............................................................................................................. 25 8. Land utilization pattern in district ........................................................................................................ 27 9. Physiography of the District ................................................................................................................