Water Wars: the Brahmaputra River and Sino-Indian Relations
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Antecedence of the Yarlung–Siang–Brahmaputra River, Eastern Himalaya ∗ Karl A
Earth and Planetary Science Letters 397 (2014) 145–158 Contents lists available at ScienceDirect Earth and Planetary Science Letters www.elsevier.com/locate/epsl Antecedence of the Yarlung–Siang–Brahmaputra River, eastern Himalaya ∗ Karl A. Lang , Katharine W. Huntington Department of Earth and Space Sciences and Quaternary Research Center, Johnson Hall, Rm. 070, Box 351310, University of Washington, Box 351310, Seattle, WA 98195, USA article info abstract Article history: At the eastern terminus of the Himalayan orogen, distortion and capture of southeast Asian drainage Received 17 January 2014 basins reflects regional patterns of crustal strain due to the indentation of the Indian Plate into Eurasia. Received in revised form 11 April 2014 After flowing eastward >1000 km along the southern margin of Tibet, the Yarlung–Siang–Brahmaputra Accepted 12 April 2014 River turns abruptly southward through the eastern Himalayan syntaxis rapidly exhuming a crustal scale Available online 13 May 2014 antiform in an impressive >2 km knickpoint. This conspicuous drainage pattern and coincidence of Editor: T.M. Harrison focused fluvial incision and rapid rock exhumation has been explained by the capture of an ancestral, Keywords: high-elevation Yarlung River by headward erosion of a Himalayan tributary. However, recent observation Detrital zircon U–Pb geochronology of Tibetan detritus in Neogene foreland basin units complicates this explanation, requiring a connection River capture from Tibet to the foreland prior to the estimated onset of rapid rock exhumation. We constrain the Arunachal Pradesh Himalaya sedimentary provenance of foreland basin units deposited near the Brahmaputra River confluence in the Siwalik Group eastern Himalayan foreland basin using detrital zircon U–Pb geochronology. -
INDUS DELTA, PAKISTAN: Economic Costs of Reduction in Freshwater Flows
water allocationdecisions. factored intoriverbasinplanning,or benefits of water-basedecosystemsarerarely economic users ofwater.Yettheeconomic schemes, Pakistan’secosystems,too,are hydropower dams, reservoirs,irrigationand as water tolarge-scale,commercialusessuch imperative that favours theallocationof Contrary tothedominantdevelopment economically norecologicallyoptimal. decisions beingmadethatareneither needs has oftenledtowaterallocation Failure torecognisedownstreamecosystem heavily byupstreamwaterabstraction. end of rivers,havebeenimpactedmost the at lie and marineregions,becausethey Coastal ecosystems. needs ofdownstream many cases, left insufficientflowtomeetthe of large volumesofwaterfromrivershas,in particular there isconcernthattheabstraction exacting a heavytollontheenvironment.In This impressive irrigationsystemis,however, world. the irrigated torain-fedlandratioin highest the farmland, affordingPakistan system feedsmorethan15millionhectaresof than 1.65 million km(IRIN2001).The more watercourses witharunninglengthof 89,000 conveyance lengthof57,000km,and head works, 43maincanalswitha or barrages 19 three majorstoragereservoirs, comprises Pakistan’s vastirrigationnetwork Pakistan Water-based developmentsin flows reduction infreshwater economic costsof INDUS DELTA,PAKISTAN: VALUATION #5:May2003 CASE STUDIESINWETLAND Integrating Wetland Economic Values into River Basin Management Managing freshwater flows in the The economic costs and losses arising from Indus River such omissions can be immense, and often The Indus River has -
Freshwater Resources and Their Management
3 Freshwater resources and their management Coordinating Lead Authors: Zbigniew W. Kundzewicz (Poland), Luis José Mata (Venezuela) Lead Authors: Nigel Arnell (UK), Petra Döll (Germany), Pavel Kabat (The Netherlands), Blanca Jiménez (Mexico), Kathleen Miller (USA), Taikan Oki (Japan), Zekai Senç (Turkey), Igor Shiklomanov (Russia) Contributing Authors: Jun Asanuma (Japan), Richard Betts (UK), Stewart Cohen (Canada), Christopher Milly (USA), Mark Nearing (USA), Christel Prudhomme (UK), Roger Pulwarty (Trinidad and Tobago), Roland Schulze (South Africa), Renoj Thayyen (India), Nick van de Giesen (The Netherlands), Henk van Schaik (The Netherlands), Tom Wilbanks (USA), Robert Wilby (UK) Review Editors: Alfred Becker (Germany), James Bruce (Canada) This chapter should be cited as: Kundzewicz, Z.W., L.J. Mata, N.W. Arnell, P. Döll, P. Kabat, B. Jiménez, K.A. Miller, T. Oki, Z. Senç and I.A. Shiklomanov, 2007: Freshwater resources and their management. Climate Change 2007: Impacts, Adaptation and Vulnerability. Contribution of Working Group II to the Fourth Assessment Report of the Intergovernmental Panel on Climate Change, M.L. Parry, O.F. Canziani, J.P. Palutikof, P.J. van der Linden and C.E. Hanson, Eds., Cambridge University Press, Cambridge, UK, 173-210. Freshwater resources and their management Chapter 3 Table of Contents .....................................................175 3.5.2 How will climate change affect flood Executive summary damages?...............................................................196 .......................................................175 -
Estimation of Paleo-Discharge of the Lost Saraswati River, North West India
EGU2020-21212 https://doi.org/10.5194/egusphere-egu2020-21212 EGU General Assembly 2020 © Author(s) 2021. This work is distributed under the Creative Commons Attribution 4.0 License. Estimation of paleo-discharge of the lost Saraswati River, north west India Zafar Beg, Kumar Gaurav, and Sampat Kumar Tandon Indian Institute of Science Education and Research Bhopal, Earth and Environment Sciences, India ([email protected], [email protected], [email protected] ) The lost Saraswati has been described as a large perennial river which was 'lost' in the desert towards the end of the 'Indus-Saraswati civilisation'. It has been suggested that this paleo river flowed in the Sutlej-Yamuna interfluve, parallel to the present-day Indus River. Today, in this interfluve an ephemeral river- the Ghaggar flows along the abandoned course of the ‘lost’ Saraswati River. We examine the hypothesis given by Yashpal et al. (1980) that two Himalayan-fed rivers Sutlej and Yamuna were the tributaries of the lost Saraswati River, and constituted the bulk of its paleo-discharge. Subsequently, the recognition of the occurrence of thick fluvial sand bodies in the subsurface and the presence of a large number of Harappan sites in the interfluve region have been used to suggest that the Saraswati River was a large perennial river. Further, the wider course of about 4-7 km recognised from satellite imagery of Ghaggar-Hakra belt in between Suratgarh and Anupgarh in the Thar strengthens this hypothesis. In this study, we have developed a methodology to estimate the paleo-discharge and paleo- width of the lost Saraswati River. -
The Conservation Action Plan the Ganges River Dolphin
THE CONSERVATION ACTION PLAN FOR THE GANGES RIVER DOLPHIN 2010-2020 National Ganga River Basin Authority Ministry of Environment & Forests Government of India Prepared by R. K. Sinha, S. Behera and B. C. Choudhary 2 MINISTER’S FOREWORD I am pleased to introduce the Conservation Action Plan for the Ganges river dolphin (Platanista gangetica gangetica) in the Ganga river basin. The Gangetic Dolphin is one of the last three surviving river dolphin species and we have declared it India's National Aquatic Animal. Its conservation is crucial to the welfare of the Ganga river ecosystem. Just as the Tiger represents the health of the forest and the Snow Leopard represents the health of the mountainous regions, the presence of the Dolphin in a river system signals its good health and biodiversity. This Plan has several important features that will ensure the existence of healthy populations of the Gangetic dolphin in the Ganga river system. First, this action plan proposes a set of detailed surveys to assess the population of the dolphin and the threats it faces. Second, immediate actions for dolphin conservation, such as the creation of protected areas and the restoration of degraded ecosystems, are detailed. Third, community involvement and the mitigation of human-dolphin conflict are proposed as methods that will ensure the long-term survival of the dolphin in the rivers of India. This Action Plan will aid in their conservation and reduce the threats that the Ganges river dolphin faces today. Finally, I would like to thank Dr. R. K. Sinha , Dr. S. K. Behera and Dr. -
The Southeastern Anatolia Project (GAP): Water, Counterinsurgency, and Conflict”
“The Southeastern Anatolia Project (GAP): water, counterinsurgency, and conflict” By Laura Meijer Course “Food Security in International Politics: The Middle East and Africa” Taught by Dr Eckart Woertz Spring 2018 This paper has received the Kuwait Program at Sciences Po Student Paper Award The copyright of this paper remains the property of its author. No part of the content may be reproduced, published, distributed, copied or stored for public or private use without written permission of the author. All authorisation requests should be sent to [email protected] Laura Meijer 10/5/2018 "They [PKK] say: 'We are against dams'," he said, adding: "[But] if there are no dams and no ponds then we cannot bring irrigation or drinking water to cities? If there was no Atatürk Dam, how could we bring water to [the Turkish province] Şanlıurfa?," the minister asked.” 1 1. Introduction The Southeastern Anatolia Project (Güneydoğu Anadolu Projesi (GAP)) is one of the largest and most controversial dam projects existing worldwide.2 The project, which started in the 1960s and is ongoing since, has led to the construction of 15 dams, and the area covered by the GAP constitutes more than 10% of the Turkish territory.3 While the Turkish Ministry of Development claims that the GAP is a regional development project, improving the region’s socio-economic status through the provision of hydro-electric energy and irrgation4, the GAP has been criticized for its negative effects on the natural environment, cultural heritage and population in the GAP region.5 Since the GAP region is largely inhabited by Kurds, the GAP has furthermore been linked to the ‘Kurdish Question’6, most notably through the ongoing violent conflict between the Kurdish Workers’ Party (PKK) and the Turkish state.7 Indeed, as the above statement by Turkey’s Minister of Forestry and Water affairs, Mr. -
Assessment on the Impact of the Tripura Earthquake
www.gi.sanu.ac.rs, www.doiserbia.nb.rs J. Geogr. Inst. Cvijic. 2021, 71(1), pp. 1–13 Original scientific paper UDC: 911.2:5580.34(540)“2017” https://doi.org/10.2298/IJGI2101001D Received: October 8, 2020 Reviewed: March 15, 2021 Accepted: March 22, 2021 ASSESSMENT ON THE IMPACT OF THE TRIPURA EARTHQUAKE (JANUARY 3, 2017, MW = 5.6) IN NORTHEAST INDIA Jimmi Debbarma1, Jatan Debnath1* 1Tripura University, Department of Geography & Disaster Management, Suryamaninagar, Tripura, India; e-mails: [email protected]; [email protected] Abstract: The northeastern part of the Indian subcontinent, considered as the most active seismic zone of the Indian subcontinent, was hit by an earthquake of Mw 5.6 on January 3, 2017. The epicenter of this earthquake was Kanchanbari located in the Dhalai district of Tripura. The present study aims to assess the environmental and socio-economic impact of this earthquake in the vicinity of the epicenter. To assess and determine the level of damage, the affected areas were visited during the first week of the 2017 earthquake. Various Government offices were also consulted to acquire data on damages caused by the earthquake. Moreover, Remote Sensing and Geographical Information System (RS & GIS) techniques were applied to address the influence of this earthquake on bank erosion. During the field visit, the striking features of soil liquefaction generated by the earthquake were observed in the flood plain area of the Manu River. Landslide, with three casualties in India and the neighbor Bangladesh, and damages of infrastructure were also reported. Additionally, an assessment of the bank erosion study revealed that the rate of the post-earthquake bank erosion increased to 592%, compared to the pre-earthquake bank erosion within the study length of the Manu River. -
The Geographic, Geological and Oceanographic Setting of the Indus River
16 The Geographic, Geological and Oceanographic Setting of the Indus River Asif Inam1, Peter D. Clift2, Liviu Giosan3, Ali Rashid Tabrez1, Muhammad Tahir4, Muhammad Moazam Rabbani1 and Muhammad Danish1 1National Institute of Oceanography, ST. 47 Clifton Block 1, Karachi, Pakistan 2School of Geosciences, University of Aberdeen, Aberdeen AB24 3UE, UK 3Geology and Geophysics, Woods Hole Oceanographic Institution, Woods Hole, MA 02543, USA 4Fugro Geodetic Limited, 28-B, KDA Scheme #1, Karachi 75350, Pakistan 16.1 INTRODUCTION glaciers (Tarar, 1982). The Indus, Jhelum and Chenab Rivers are the major sources of water for the Indus Basin The 3000 km long Indus is one of the world’s larger rivers Irrigation System (IBIS). that has exerted a long lasting fascination on scholars Seasonal and annual river fl ows both are highly variable since Alexander the Great’s expedition in the region in (Ahmad, 1993; Asianics, 2000). Annual peak fl ow occurs 325 BC. The discovery of an early advanced civilization between June and late September, during the southwest in the Indus Valley (Meadows and Meadows, 1999 and monsoon. The high fl ows of the summer monsoon are references therein) further increased this interest in the augmented by snowmelt in the north that also conveys a history of the river. Its source lies in Tibet, close to sacred large volume of sediment from the mountains. Mount Kailas and part of its upper course runs through The 970 000 km2 drainage basin of the Indus ranks the India, but its channel and drainage basin are mostly in twelfth largest in the world. Its 30 000 km2 delta ranks Pakiistan. -
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 ................................................................................................... -
Transboundary River Basin Overview – Salween
0 [Type here] Irrigation in Africa in figures - AQUASTAT Survey - 2016 Transboundary River Basin Overview – Salween Version 2011 Recommended citation: FAO. 2011. AQUASTAT Transboundary River Basins – Salween River Basin. Food and Agriculture Organization of the United Nations (FAO). Rome, Italy The designations employed and the presentation of material in this information product do not imply the expression of any opinion whatsoever on the part of the Food and Agriculture Organization of the United Nations (FAO) concerning the legal or development status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. The mention of specific companies or products of manufacturers, whether or not these have been patented, does not imply that these have been endorsed or recommended by FAO in preference to others of a similar nature that are not mentioned. The views expressed in this information product are those of the author(s) and do not necessarily reflect the views or policies of FAO. FAO encourages the use, reproduction and dissemination of material in this information product. Except where otherwise indicated, material may be copied, downloaded and printed for private study, research and teaching purposes, or for use in non-commercial products or services, provided that appropriate acknowledgement of FAO as the source and copyright holder is given and that FAO’s endorsement of users’ views, products or services is not implied in any way. All requests for translation and adaptation rights, and for resale and other commercial use rights should be made via www.fao.org/contact-us/licencerequest or addressed to [email protected]. -
Water Conflicts in Historical Time (Ca 750 BC–330 AD) 3.1
sustainability Review Water Conflicts: From Ancient to Modern Times and in the Future Andreas N. Angelakis 1,2 , Mohammad Valipour 3,*, Abdelkader T. Ahmed 4,5 , Vasileios Tzanakakis 6, Nikolaos V. Paranychianakis 7, Jens Krasilnikoff 8, Renato Drusiani 9, Larry Mays 10 , Fatma El Gohary 11, Demetris Koutsoyiannis 12 , Saifullah Khan 13 and Luigi Joseph Del Giacco 14 1 HAO-Demeter, Agricultural Research Institution of Crete, 71300 Iraklion, Greece; [email protected] 2 Union of Water Supply and Sewerage Enterprises, 41222 Larissa, Greece 3 Department of Civil and Environmental Engineering and Water Resources Research Center, University of Hawaii at Manoa, Honolulu, HI 96822, USA 4 Civil Engineering Department, Faculty of Engineering, Aswan University, Aswan 81542, Egypt; [email protected] 5 Civil Engineering Department, Faculty of Engineering, Islamic University, Madinah 42351, Saudi Arabia 6 Department of Agriculture, School of Agricultural Science, Hellenic Mediterranean University, 71410 Iraklion, Greece; [email protected] 7 School of Environmental Engineering, Technical University of Crete, 73100 Chania, Greece; [email protected] 8 Department of History and Classical Studies, School of Culture and Society, Aarhus University, 8000 Aarhus C, Denmark; [email protected] 9 Utilitalia, Piazza Cola di Rienzo, 00192 Roma, Italy; [email protected] 10 School of Sustainable Engineering and the Built Environment, Arizona State University, Tempe, AZ 85281, USA; [email protected] 11 National Research Centre, Water Pollution -
Global Experience on Irrigation Management Under Different Scenarios
DOI: 10.1515/jwld-2017-0011 © Polish Academy of Sciences (PAN), Committee on Agronomic Sciences JOURNAL OF WATER AND LAND DEVELOPMENT Section of Land Reclamation and Environmental Engineering in Agriculture, 2017 2017, No. 32 (I–III): 95–102 © Institute of Technology and Life Sciences (ITP), 2017 PL ISSN 1429–7426 Available (PDF): http://www.itp.edu.pl/wydawnictwo/journal; http://www.degruyter.com/view/j/jwld Received 30.10.2016 Reviewed 01.12.2016 Accepted 06.12.2016 A – study design Global experience on irrigation management B – data collection C – statistical analysis D – data interpretation under different scenarios E – manuscript preparation F – literature search Mohammad VALIPOUR ABCDEF Islamic Azad University, Kermanshah Branch, Young Researchers and Elite Club, Imam Khomeini Campus, Farhikhtegan Bld. Shahid Jafari St., Kermanshah, Iran; e-mail: [email protected] For citation: Valipour M. 2017. Global experience on irrigation management under different scenarios. Journal of Water and Land Development. No. 32 p. 95–102. DOI: 10.1515/jwld-2017-0011. Abstract This study aims to assess global experience on agricultural water management under different scenarios. The results showed that trend of permanent crops to cultivated area, human development index (HDI), irrigation wa- ter requirement, and percent of total cultivated area drained is increasing and trend of rural population to total population, total economically active population in agriculture to total economically active population, value added to gross domestic production (GDP) by agriculture, and the difference between national rainfall index (NRI) and irrigation water requirement is decreasing. The estimating of area equipped for irrigation in 2035 and 2060 were studied acc.