3 Overview of Landslide in India
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ISSN 2520-2073 (print) ISSN 2521-442X (online) TRAINING, LANGUAGE AND CULTURE ‘Tell me and I forget. Teach me and I remember. Involve me and I learn’ ‒ Benjamin Franklin Vol. 4 Issue 4 2020 Issue DOI: 10.22363/2521-442X-2020-4-4 The quarterly journal published by Peoples’ Friendship University of Russia (RUDN University) ISSN 2520-2073 (print) AIMS AND SCOPE TRAINING, LANGUAGE AND CULTURE ISSN 2521-442X (online) Training, Language and Culture (TLC) is a peer-reviewed journal that aims to promote and disseminate research spanning the spectrum of language and linguistics, education and culture studies with a special focus on professional communication and professional discourse. Editorial Board of A quarterly journal published by RUDN University Training, Language and Culture invites research-based articles, reviews and editorials covering issues of relevance for the scientific and professional communities. EDITORIAL BOARD Dr Elena N. Malyuga Peoples’ Friendship University of Russia (RUDN University), Moscow, Russian Federation FOCUS AREAS Barry Tomalin Glasgow Caledonian University London, London, UK Training, Language and Culture covers the following areas of scholarly interest: theoretical and practical perspectives in language and linguistics; Dr Michael McCarthy University of Nottingham, Nottingham, UK culture studies; interpersonal and intercultural professional communication; language and culture teaching and training, including techniques and Dr Robert O’Dowd University of León, León, Spain technology, testing and assessment. Dr Elsa Huertas Barros University of Westminster, London, UK Dr Olga V. Aleksandrova Lomonosov Moscow State University, Moscow, Russian Federation LICENSING Dr Lilia K. Raitskaya Moscow State Institute of International Relations (MGIMO University), Moscow, Russian Federation All articles and book reviews published in Training, Language and Culture are licensed under a Creative Commons Attribution 4.0 International Li- Dr Alex Krouglov University College London, London, UK cense (CC BY 4.0). -
The Alaknanda Basin (Uttarakhand Himalaya): a Study on Enhancing and Diversifying Livelihood Options in an Ecologically Fragile Mountain Terrain”
Enhancing and Diversifying Livelihood Options ICSSR PDF A Final Report On “The Alaknanda Basin (Uttarakhand Himalaya): A Study on Enhancing and Diversifying Livelihood Options in an Ecologically Fragile Mountain Terrain” Under the Scheme of General Fellowship Submitted to Indian Council of Social Science Research Aruna Asaf Ali Marg JNU Institutional Area New Delhi By Vishwambhar Prasad Sati, Ph. D. General Fellow, ICSSR, New Delhi Department of Geography HNB Garhwal University Srinagar Garhwal, Uttarakhand E-mail: [email protected] Vishwambhar Prasad Sati 1 Enhancing and Diversifying Livelihood Options ICSSR PDF ABBREVIATIONS • AEZ- Agri Export Zones • APEDA- Agriculture and Processed food products Development Authority • ARB- Alaknanda River Basin • BDF- Bhararisen Dairy Farm • CDPCUL- Chamoli District Dairy Production Cooperative Union Limited • FAO- Food and Agricultural Organization • FDA- Forest Development Agency • GBPIHED- Govind Ballabh Pant Institute of Himalayan Environment and Development • H and MP- Herbs and Medicinal Plants • HAPPRC- High Altitude Plant Physiology Center • HDR- Human Development Report • HDRI- Herbal Research and Development Institute • HMS- Himalayan Mountain System • ICAR- Indian Council of Agricultural Research • ICIMOD- International Center of Integrated Mountain and Development • ICSSR- Indian Council of Social Science Research LSI- Livelihood Sustainability Index • IDD- Iodine Deficiency Disorder • IMDP- Intensive Mini Dairy Project • JMS- Journal of Mountain Science • MPCA- Medicinal Plant -
Geologically Hazardous Area Assessment
Geologically Hazardous Area Assessment Guemes Channel Trail Extension Anacortes, Washington for Herrigstad Engineering, PS May 16, 2014 Earth Science + Technology Geologically Hazardous Area Assessment Guemes Channel Trail Extension Anacortes, Washington for Herrigstad Engineering, PS May 16, 2014 600 Dupont Street Bellingham, Washington 98225 360.647.1510 Table of Contents INTRODUCTION AND SCOPE ........................................................................................................................ 1 DESIGNATION OF GEOLOGIC HAZARD AREAS AT THE SITE ..................................................................... 1 SITE CONDITIONS .......................................................................................................................................... 2 Surface Conditions ................................................................................................................................. 2 Geology ................................................................................................................................................... 3 Subsurface Explorations ........................................................................................................................ 4 Subsurface Conditions .......................................................................................................................... 4 Soil Conditions ................................................................................................................................. 4 Groundwater -
Recent and Past Floods in the Alaknanda Valley: Causes and Consequences
COMMENTARY Recent and past floods in the Alaknanda valley: causes and consequences Naresh Rana, Sunil Singh, Y. P. Sundriyal and Navin Juyal Uttarakhand Himalaya in general and wide at the summit1,2. It was estimated (district surveyor of Garhwal), helped to Alaknanda and Bhagirathi valleys in par- that the lake would have taken at least a meticulously estimate the magnitude of ticular have experienced one of the worst year to fill. The dam would partially downstream inundation. An excellent forms of disaster in recent times (Figure breach only after the water began to top- telegraph system was installed between 1). Flash floods are common in the ple it, which would cause flash floods Birahi Ganga and Haridwar for real-time Himalaya, but the kind of destruction in the downstream till Haridwar. The monitoring and timely warning of the witnessed this time was unparalleled in untiring efforts of Pulford, the then flood. Around May 1894, pilgrim traffic recent history. Houses collapsed like a superintending engineer and his team, on the way to Kedarnath and Badrinath pack of cards and the roads and bridges particularly Pandit Hari Krishen Pant was diverted to the new pedestrian route swept away in the turbulent flood waters. Probably the worst causality of the cen- tury was the destruction of Kedarnath valley. According to the data published in various national dailies, nearly 4000 people were either killed or lost, 2232 houses were damaged, 1520 roads in dif- ferent parts of Garhwal were badly dam- aged and about 170 bridges have been washed away. According to economists, the tourism industry in Uttarakhand will suffer a loss of ~12,000 crore rupees, which is around 30% of the state’s GDP. -
Hydrometer and Viscosity Cup Guide
Hydrometers Do Work What Is Specific Gravity? Specific gravity of any solid or liquid substance is its weight compared with the weight of an equal bulk of pure water at 62 degrees F at sea level. Gases use an equal volume of pure air at 32 degrees F. There are three methods of determining the specific gravity of liquids: Hydrometer In which the specific gravity of the liquid tested is read as the scale division marking the liquid level on the stem. Bottle Method In which the specific gravity is the weight of liquid (slip) in a full bottle divided by the weight of water in a full bottle. Displacement Method In which specific gravity is the weight of liquid displaced by a body divided by the weight of an equal volume of water displaced by the same body. The first two methods are practical. The faster, easier method uses a hydrometer designed specifically for slip (see right). There are many different hydrometers. Slip should range between 1.78 to 1.75, the latter being the maximum amount of water in the body and the former the lesser amount. How To Get An Accurate Reading 1. Store hydrometer in water. This keeps slip from drying on the surface. A cut off two liter soft drink bottle is ideal. Remove and gently “squeegee” off excess water. 2. Immerse in freshly agitated slip to the stem readings. 3. Lift up, “squeegee” off excess slip. Hydrometer is now “wet coated” with slip, not with water, which would give a false reading. 4. Immerse bulb half way into slip before releasing. -
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. -
How to Read a Hydrometer
Triple Scale Beer & Wine Hydrometer • Please Note: Always handle your hydrometer with care and DO NOT BOIL Why Use a Hydrometer – A Hydrometer is an instrument used Example formula: 1.073 was the Original Gravity reading and 1.012 How to Read to measure the progress of fermentation and determine alcohol per- is the Final Gravity reading.: 1.073-1.012=.06 x 131 = 7.99% Alc. By Vol centage. How to Determine Alcohol Percentage for Wine – For A Hydrometer Hydrometer Theory – A Hydrometer measures the density of a Wine, your final reading is often below zero. In wine, nearly all the liquid in relation to water. In beer or wine making we are measuring sugar is converted to alcohol – because alcohol is lighter than wa- how much sugar is in solution. The more sugar that is in solution, ter, your reading at the end of a wine fermentation is often negative. the higher the hydrometer will float. As sugar is turned into alcohol When the reading is negative, you have to add this back to your first during the fermentation, the hydrometer will slowly sink lower in the reading. Here is an example for these situations: .990 solution. When fermentation is finished, the hydrometer will stop Example Using Potential Alcohol Scale for Wine: sinking. Original Reading: 12.5 Potential alcohol 1.000 Three Scales – What are they used for? – Each of our Fer- Final Reading: -.7 Potential alcohol mentap hydrometers comes with three scales. The Specific Gravity - - - - - - - - - scale is most often used in brewing. The Brix scale is most often used 1.010 (12.5+.7)=13.2 % alcohol by volume in winemaking. -
LIST of INDIAN CITIES on RIVERS (India)
List of important cities on river (India) The following is a list of the cities in India through which major rivers flow. S.No. City River State 1 Gangakhed Godavari Maharashtra 2 Agra Yamuna Uttar Pradesh 3 Ahmedabad Sabarmati Gujarat 4 At the confluence of Ganga, Yamuna and Allahabad Uttar Pradesh Saraswati 5 Ayodhya Sarayu Uttar Pradesh 6 Badrinath Alaknanda Uttarakhand 7 Banki Mahanadi Odisha 8 Cuttack Mahanadi Odisha 9 Baranagar Ganges West Bengal 10 Brahmapur Rushikulya Odisha 11 Chhatrapur Rushikulya Odisha 12 Bhagalpur Ganges Bihar 13 Kolkata Hooghly West Bengal 14 Cuttack Mahanadi Odisha 15 New Delhi Yamuna Delhi 16 Dibrugarh Brahmaputra Assam 17 Deesa Banas Gujarat 18 Ferozpur Sutlej Punjab 19 Guwahati Brahmaputra Assam 20 Haridwar Ganges Uttarakhand 21 Hyderabad Musi Telangana 22 Jabalpur Narmada Madhya Pradesh 23 Kanpur Ganges Uttar Pradesh 24 Kota Chambal Rajasthan 25 Jammu Tawi Jammu & Kashmir 26 Jaunpur Gomti Uttar Pradesh 27 Patna Ganges Bihar 28 Rajahmundry Godavari Andhra Pradesh 29 Srinagar Jhelum Jammu & Kashmir 30 Surat Tapi Gujarat 31 Varanasi Ganges Uttar Pradesh 32 Vijayawada Krishna Andhra Pradesh 33 Vadodara Vishwamitri Gujarat 1 Source – Wikipedia S.No. City River State 34 Mathura Yamuna Uttar Pradesh 35 Modasa Mazum Gujarat 36 Mirzapur Ganga Uttar Pradesh 37 Morbi Machchu Gujarat 38 Auraiya Yamuna Uttar Pradesh 39 Etawah Yamuna Uttar Pradesh 40 Bangalore Vrishabhavathi Karnataka 41 Farrukhabad Ganges Uttar Pradesh 42 Rangpo Teesta Sikkim 43 Rajkot Aji Gujarat 44 Gaya Falgu (Neeranjana) Bihar 45 Fatehgarh Ganges -
Floral and Faunal Diversity in Alaknanda River Mana to Devprayag
Report Code: 033_GBP_IIT_ENB_DAT_11_Ver 1_Jun 2012 Floral and Faunal Diversity in Alaknanda River Mana to Devprayag GRBMP : Ganga River Basin Management Plan by Indian Institutes of Technology IIT IIT IIT IIT IIT IIT IIT Bombay Delhi Guwahati Kanpur Kharagpur Madras Roorkee Report Code: 033_GBP_IIT_ENB_DAT_11_Ver 1_Jun 2012 2 | P a g e Report Code: 033_GBP_IIT_ENB_DAT_11_Ver 1_Jun 2012 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 has constituted National Ganga River Basin Authority (NGRBA) as a planning, financing, monitoring and coordinating authority for strengthening the collective efforts of the Central and State Government for effective abatement of pollution and conservation of the river Ganga. 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 (IIT) has been given the responsibility of preparing Ganga River Basin Management Plan (GRBMP) by the Ministry of Environment and Forests (MoEF), GOI, New Delhi. Memorandum of Agreement (MoA) has been signed between 7 IITs (Bombay, Delhi, Guwahati, Kanpur, Kharagpur, Madras and Roorkee) and MoEF for this purpose on July 6, 2010. This report is one of the many reports prepared by IITs to describe the strategy, information, methodology, analysis and suggestions and recommendations in developing Ganga River Basin Management Plan (GRBMP). The overall Frame Work for documentation of GRBMP and Indexing of Reports is presented on the inside cover page. There are two aspects to the development of GRBMP. Dedicated people spent hours discussing concerns, issues and potential solutions to problems. -
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. -
WEB2PY Enterprise Web Framework (2Nd Edition)
WEB2PY Enterprise Web Framework / 2nd Ed. Massimo Di Pierro Copyright ©2009 by Massimo Di Pierro. All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying, recording, scanning, or otherwise, except as permitted under Section 107 or 108 of the 1976 United States Copyright Act, without either the prior written permission of the Publisher, or authorization through payment of the appropriate per-copy fee to the Copyright Clearance Center, Inc., 222 Rosewood Drive, Danvers, MA 01923, (978) 750-8400, fax (978) 646-8600, or on the web at www.copyright.com. Requests to the Copyright owner for permission should be addressed to: Massimo Di Pierro School of Computing DePaul University 243 S Wabash Ave Chicago, IL 60604 (USA) Email: [email protected] Limit of Liability/Disclaimer of Warranty: While the publisher and author have used their best efforts in preparing this book, they make no representations or warranties with respect to the accuracy or completeness of the contents of this book and specifically disclaim any implied warranties of merchantability or fitness for a particular purpose. No warranty may be created ore extended by sales representatives or written sales materials. The advice and strategies contained herein may not be suitable for your situation. You should consult with a professional where appropriate. Neither the publisher nor author shall be liable for any loss of profit or any other commercial damages, including but not limited to special, incidental, consequential, or other damages. Library of Congress Cataloging-in-Publication Data: WEB2PY: Enterprise Web Framework Printed in the United States of America. -
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 ...................................................................................................