Seismotectonics of the Koyna-Warna Area, India
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Seismicity, Seismotectonics and Preliminary Earthquake Hazard Analysis of the Teton Region, WY
FINAL TECHNICAL REPORT DEVELOPMENT OF EARTHQUAKE GROUND SHAKING HAZARD MAPS FOR THE YELLOWSTONE- JACKSON HOLE-STAR VALLEY, WYOMING Submitted to the U.S. Geological Survey Under the National Earthquake Hazards Reduction Program Program Element II Evaluate Urban Hazard and Risk USGS Award 05HQGR0026 Prepared by Bonnie Jean Pickering White Department of Geology and Geophysics The University of Utah Salt Lake City, UT 94112 and Robert B. Smith Department of Geology and Geophysics The University of Utah Salt Lake City, UT 94112 Principal Investigator Ivan Wong Seismic Hazards Group URS Corporation 1333 Broadway, Suite 800, Oakland, CA 94612 Phone: (510) 874-3014, Fax: (510) 874-3268 E-mail: [email protected] 26 September 2006 __________________________ This research was supported by the U. S. Geological Survey (USGS), Department of the Interior, under USGS Award Number 05HQGR0026. The views and conclusions contained in this document are those of the authors and should not be interpreted as necessarily representing the official policies, either expressed or implied of the U.S. Government. PREFACE The Yellowstone-Jackson Hole-Star Valley corridor is located within the seismically and tectonically active Intermountain Seismic Belt in westernmost Wyoming and eastern Idaho. The corridor has the highest seismic hazard in the Intermountain U.S. based on the U.S. Geological Survey’s National Hazard Maps. The region contains the heavily visited Yellowstone and Teton National Parks and the rapidly growing areas of Jackson Hole and Star Valley. Although there has only been one large earthquake in this region in historical times (1959 moment magnitude [M] 7.5 Hebgen Lake), abundant geologic evidence exists for the past occurrence of surface-faulting earthquakes of M 7 or greater. -
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. -
Chapter 2 the Evolution of Seismic Monitoring Systems at the Hawaiian Volcano Observatory
Characteristics of Hawaiian Volcanoes Editors: Michael P. Poland, Taeko Jane Takahashi, and Claire M. Landowski U.S. Geological Survey Professional Paper 1801, 2014 Chapter 2 The Evolution of Seismic Monitoring Systems at the Hawaiian Volcano Observatory By Paul G. Okubo1, Jennifer S. Nakata1, and Robert Y. Koyanagi1 Abstract the Island of Hawai‘i. Over the past century, thousands of sci- entific reports and articles have been published in connection In the century since the Hawaiian Volcano Observatory with Hawaiian volcanism, and an extensive bibliography has (HVO) put its first seismographs into operation at the edge of accumulated, including numerous discussions of the history of Kīlauea Volcano’s summit caldera, seismic monitoring at HVO HVO and its seismic monitoring operations, as well as research (now administered by the U.S. Geological Survey [USGS]) has results. From among these references, we point to Klein and evolved considerably. The HVO seismic network extends across Koyanagi (1980), Apple (1987), Eaton (1996), and Klein and the entire Island of Hawai‘i and is complemented by stations Wright (2000) for details of the early growth of HVO’s seismic installed and operated by monitoring partners in both the USGS network. In particular, the work of Klein and Wright stands and the National Oceanic and Atmospheric Administration. The out because their compilation uses newspaper accounts and seismic data stream that is available to HVO for its monitoring other reports of the effects of historical earthquakes to extend of volcanic and seismic activity in Hawai‘i, therefore, is built Hawai‘i’s detailed seismic history to nearly a century before from hundreds of data channels from a diverse collection of instrumental monitoring began at HVO. -
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. -
Seismotectonics of the April 25, 1992, Petrolia Earthquake and The
TECTONICS, VOL. 14, NO. 5, PAGES, 1095-1103,OCTOBER 1995 Seismotectonicsof the April 25, 1992, Petrolla earthquake and the Mendocino triple junction region Yuichiro Tanioka, Kenji Satake,and Larry Ruff Departmentof GeologicalSciences, University of Michigan, Ann Arbor Abstract. The April 25, 1992, Petrolia earthquake(Ms 7.1) 124ø34.47'W.The parametersof the secondaftershock (AF2) are occurredat the southerntip of the Cascadiasubduction zone. origin time 11:18:25.8 (GMT); location, 40ø23.40'N, This is thelargest thrust earthquake ever recorded instrumentally 124ø34.30'W.These earthquakes occurred near Cape Mendocino, in the Cascadiasubduction zone. The earthquakewas followed where the Pacific, North American, and Gorda plates meet by two large strike-slip aftershocks(both Ms 6.6). Moment (Figure 1). The Gorda plate is the southernpart of the Juan de releaseof eachof theearthquakes is as follows: 4.0 x 1019Nm in Fuca plate, south of the Blanco Fracture Zone. In order to the first 10 s for themainshock, 0.7 x 1019Nm in the first 8 s for explain the spaceproblem betweenthe Blanco FractureZone in the first aftershock,and 0.9 x 1019Nm in the first 2 s for the the north and the Mendocino Fault Zone in the south, Wilson second aftershock. These indicate that the mainshock and each of [1986] claimed that the Gorda plate is not a rigid plate and the aftershocksmay have different tectonicbackgrounds. The deforms internally. He called it the Gorda deformation zone bestdepth estimates of the mainshockand the two aftershocksare (GDZ). Seismicitystudies by Smithand Knapp [1980] andSmith 14 km, 18 km, and 24 km, respectively.The slip directionof the eta/. -
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. -
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Flat Jack Method for Measuring Design Parameters for Hydraulic Structures of the Koyna Hydro Electric Project in India Keshav Ral Dhawan, Chief Research Officer, Central Water & Power Research Station, Khadakwasla, Pune– 411 024; [email protected] ABSTRACT: The paper presents two different projects: The first involves a case with limited rock cover on a side of an excavated surge shaft located near a steep slope. The second involves the assessment of design parameters of an existing masonry dam for use as input in dynamic analysis. The induced stresses in the surge shaft of Koyna Hydro Electric Project (K.H.E.P.) stage-IV were measured with flat jack. These tests were first performed in a 4 m diameter pilot shaft and after the shaft was excavated to its full diameter of 22.70 m. The stresses increased from 3.96 MPa to 5.09 MPa, when the 4m- diameter surge shaft was expanded to its full diameter of 22.70 m, in the case where significant rock mass cover existed at EL 651.00 m. However stress reduction or no variation in the induced stress was measured in the portion of insufficient rock cover. In the second case, to determine the design parameters of Kolkewadi masonry dam of K.H.E.P stage-III, flat jack tests were conducted at the upstream side of Kolkewadi masonry dam in masonry of 1:4 and 1:3 and at downstream sloping side in masonry of 1:5. It is impractical and difficult to obtain mechanical properties of masonry in laboratory from the extracted core samples, due to intrinsic nonhomogeneity of the material. -
Annexure-V State/Circle Wise List of Post Offices Modernised/Upgraded
State/Circle wise list of Post Offices modernised/upgraded for Automatic Teller Machine (ATM) Annexure-V Sl No. State/UT Circle Office Regional Office Divisional Office Name of Operational Post Office ATMs Pin 1 Andhra Pradesh ANDHRA PRADESH VIJAYAWADA PRAKASAM Addanki SO 523201 2 Andhra Pradesh ANDHRA PRADESH KURNOOL KURNOOL Adoni H.O 518301 3 Andhra Pradesh ANDHRA PRADESH VISAKHAPATNAM AMALAPURAM Amalapuram H.O 533201 4 Andhra Pradesh ANDHRA PRADESH KURNOOL ANANTAPUR Anantapur H.O 515001 5 Andhra Pradesh ANDHRA PRADESH Vijayawada Machilipatnam Avanigadda H.O 521121 6 Andhra Pradesh ANDHRA PRADESH VIJAYAWADA TENALI Bapatla H.O 522101 7 Andhra Pradesh ANDHRA PRADESH Vijayawada Bhimavaram Bhimavaram H.O 534201 8 Andhra Pradesh ANDHRA PRADESH VIJAYAWADA VIJAYAWADA Buckinghampet H.O 520002 9 Andhra Pradesh ANDHRA PRADESH KURNOOL TIRUPATI Chandragiri H.O 517101 10 Andhra Pradesh ANDHRA PRADESH Vijayawada Prakasam Chirala H.O 523155 11 Andhra Pradesh ANDHRA PRADESH KURNOOL CHITTOOR Chittoor H.O 517001 12 Andhra Pradesh ANDHRA PRADESH KURNOOL CUDDAPAH Cuddapah H.O 516001 13 Andhra Pradesh ANDHRA PRADESH VISAKHAPATNAM VISAKHAPATNAM Dabagardens S.O 530020 14 Andhra Pradesh ANDHRA PRADESH KURNOOL HINDUPUR Dharmavaram H.O 515671 15 Andhra Pradesh ANDHRA PRADESH VIJAYAWADA ELURU Eluru H.O 534001 16 Andhra Pradesh ANDHRA PRADESH Vijayawada Gudivada Gudivada H.O 521301 17 Andhra Pradesh ANDHRA PRADESH Vijayawada Gudur Gudur H.O 524101 18 Andhra Pradesh ANDHRA PRADESH KURNOOL ANANTAPUR Guntakal H.O 515801 19 Andhra Pradesh ANDHRA PRADESH VIJAYAWADA -
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