From Building Dams to Fetching Water: Scales of Politicization in the Indus Basin
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Flooding the Missouri Valley the Politics of Dam Site Selection and Design
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Great Plains Quarterly Great Plains Studies, Center for Summer 1997 Flooding The Missouri Valley The Politics Of Dam Site Selection And Design Robert Kelley Schneiders Texas Tech University Follow this and additional works at: https://digitalcommons.unl.edu/greatplainsquarterly Part of the Other International and Area Studies Commons Schneiders, Robert Kelley, "Flooding The Missouri Valley The Politics Of Dam Site Selection And Design" (1997). Great Plains Quarterly. 1954. https://digitalcommons.unl.edu/greatplainsquarterly/1954 This Article is brought to you for free and open access by the Great Plains Studies, Center for at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Great Plains Quarterly by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. FLOODING THE MISSOURI VALLEY THE POLITICS OF DAM SITE SELECTION AND DESIGN ROBERT KELLEY SCHNEIDERS In December 1944 the United States Con Dakota is 160 feet high and 10,700 feet long. gress passed a Rivers and Harbors Bill that The reservoir behind it stretches 140 miles authorized the construction of the Pick-Sloan north-northwest along the Missouri Valley. plan for Missouri River development. From Oahe Dam, near Pierre, South Dakota, sur 1946 to 1966, the United States Army Corps passes even Fort Randall Dam at 242 feet high of Engineers, with the assistance of private and 9300 feet long.! Oahe's reservoir stretches contractors, implemented much of that plan 250 miles upstream. The completion of Gar in the Missouri River Valley. In that twenty rison Dam in North Dakota, and Oahe, Big year period, five of the world's largest earthen Bend, Fort Randall, and Gavin's Point dams dams were built across the main-stem of the in South Dakota resulted in the innundation Missouri River in North and South Dakota. -
Presentation on Water Sector Development
PRESENTATION ON WATER SECTOR DEVELOPMENT By AFTAB AHMAD KHAN SHERPAO Minister for Water and Power At Pakistan Development Forum March 18, 2004 COUNTRY PROFILE • POPULATION: 141 MILLION • GEOGRAPHICAL AREA: 796,100 KM2 • IRRIGATED AREA: 36 MILLION ACRES • ANNUAL WATER AVAILABILITY AT RIM STATIONS: 142 MAF • ANNUAL CANAL WITHDRAWALS: 104 MAF • GROUND WATER PUMPAGE: 44 MAF • PER CAPITA WATER AVAILABLE (2004): 1200 CUBIC METER CURRENT WATER AVAILABILITY IN PAKISTAN AVAILABILITY (Average) o From Western Rivers at RIM Stations 142 MAF o Uses above Rim Stations 5 MAF TOTAL 147 MAF USES o Above RIM Stations 5 MAF o Canal Diversion 104 MAF TOTAL 109 MAF BALANCE AVAILABLE 38 MAF Annual Discharge (MAF) 100 20 40 60 80 0 76-77 69.08 77-78 30.39 (HYDROLOGICAL YEAR FROMAPRILTOMARCH) (HYDROLOGICAL YEAR FROMAPRILTOMARCH) 78-79 80.59 79-80 29.81 ESCAPAGES BELOW KOTRI 80-81 20.10 81-82 82-83 9.68 33.79 83-84 45.91 84-85 29.55 85-86 10.98 86-87 26.90 87-88 17.53 88-89 52.86 Years 89-90 17.22 90-91 42.34 91-92 53.29 92-93 81.49 93-94 29.11 94-95 91.83 95-96 62.76 96-97 45.40 97-98 20.79 98-99 AVG.(35.20) 99-00 8.83 35.15 00-01 0.77 01-02 1.93 02-03 2.32 03-04 20 WATER REQUIREMENT AND AVAILABILITY Requirement / Availability Year 2004 2025 (MAF) (MAF) Surface Water Requirements 115 135 Average Surface Water 104 104 Diversions Shortfall 11 31 (10 %) (23%) LOSS OF STORAGE CAPACITY Live Storage Capacity (MAF) Reservoirs Original Year 2004 Year 2010 Tarbela 9.70 7.28 25% 6.40 34% Chashma 0.70 0.40 43% 0.32 55% Mangla 5.30 4.24 20% 3.92 26% Total 15.70 11.91 10.64 -
Policy for Dam Safety and Geotechnical Mining Structures
Policy for Dam Safety and Geotechnical Mining Structures DCA 108/2020 Rev.: 00 – 08/10/2020 Nº: POL-0037- G PUBLIC Objective: To establish guidance and commitments for the Safe Management of Dams and Geotechnical Mining Structures such that critical assets are controlled as well as to deal with the risk controls associated with the implemented Management Systems. Aplicação: This Policy applies to Vale and its 100% controlled subsidiaries. It must be reproduced for its direct and indirect subsidiaries, within Brazil and overseas, always in compliance to the articles of incorporation and the applicable legislation. Its adoption is encouraged at other entities in which Vale has a shareholding interest, in Brazil and overseas. References: • POL-0001-G – Code of Conduct • POL-0009-G – Risk Management Policy • POL-0019-G – Sustainability Policy • ABNT NBR ISO 9001:2015 – Sistema de Gestão da Qualidade (SGQ). • Technical Bulletin – Application of Dam Safety Guidelines to Mining Dams from the Canadian Dams Association (CDA). • Guidelines on Tailings Dams – Planning, Design, Construction, Operation and Closure from the Australian Committee on Large Dams (ANCOLD). • Tailings Dam Safety Bulletin from the International Committee on Large Dams (ICOLD). • Guide to the Management of Tailings Facilities & Developing an Operation, Maintenance, and Surveillance. • Manual for Tailings and Water Management Facilities (the OMS Guide) from the Mining Association of Canada (MAC). • Global Industry Standard on Tailings Management (GISTM) from the Global Tailings Review (ICMM-UNEP-PRI) & Tailings Management: Good Practice Guides from the International Council on Mining and Metals (ICMM). • Slope Design Guidelines for Large Open Pit Project (LOP) from the Commonwealth Scientific and Industrial Research Organization (CSIRO da Australia). -
Opposition Alliances in Egypt and Pakistan
ABSTRACT Title of Document: DIVIDED WE STAND, BUT UNITEDWE OPPOSE? OPPOSITION ALLIANCES IN EGYPT AND PAKISTAN Neha Sahgal, Doctor of Philosophy, 2008 Directed By: Dr. Mark Lichbach, Professor and Chair, Department of Government and Politics Why are opposition groups able to form alliances in their activism against the regime in some cases but not in others? Specifically, why did opposition groups in Pakistan engage in high levels of alliance building, regardless of ideological and other divides, while similar alliance patterns did not emerge in Egypt? I explain alliances among various opposition groups in Egypt and Pakistan as a result of two factors – the nature of group constituencies and the nature of the alliance. I argue that constituencies can be characterized as two kinds: Divided and Fluid . Under divided constituencies, different opposition groups receive consistent support from specific sections of the population. Under fluid constituencies, opposition groups have no consistent basis for support. Alliances can be of two kinds, Mobilization or Elite . Mobilization alliances are formed among two or more groups to bring constituents together to engage in collective action, for example, protest, sit-in or civil disobedience. Elite alliances are formed among group leaders to express grievances and/ or find solutions to issues without engaging their constituents in street politics. Groups may work together on an issue-based or value-based concern. Issue- based concerns focus on a specific aspect of the grievance being raised. For example, a law that imposes censorship on the press. Value-based concerns have a broader focus, for example media freedom. Mobilization alliances emerge among political groups that have divided constituencies and are unlikely among political groups that have fluid constituencies. -
Good and Bad Dams
Latin America and Caribbean Region 1 Sustainable Development Working Paper 16 Public Disclosure Authorized Good Dams and Bad Dams: Environmental Criteria for Site Selection of Hydroelectric Projects November 2003 Public Disclosure Authorized Public Disclosure Authorized George Ledec Public Disclosure Authorized Juan David Quintero The World Bank Latin America and Caribbean Region Environmentally and Socially Sustainable Development Department (LCSES) Latin America and the Caribbean Region Sustainable Development Working Paper No. 16 Good Dams and Bad Dams: Environmental Criteria for Site Selection of Hydroelectric Projects November 2003 George Ledec Juan David Quintero The World Bank Latin America and the Caribbean Region Environmentally and Socially Sustainable Development Sector Management Unit George Ledec has worked with the World Bank since 1982, and is presently Lead Ecologist for the Environmen- tally and Socially Sustainable Development Unit (LCSES) of the World Bank’s Latin America and Caribbean Re- gional Office. He specializes in the environmental assessment of development projects, with particular focus on biodiversity and related conservation concerns. He has worked extensively with the environmental aspects of dams, roads, oil and gas, forest management, and protected areas, and is one of the main authors of the World Bank’s Natural Habitats Policy. Dr. Ledec earned a Ph.D. in Wildland Resource Science from the University of California-Berkeley, a Masters in Public Affairs from Princeton University, and a Bachelors in Biology and Envi- ronmental Studies from Dartmouth College. Juan David Quintero joined the World Bank in 1993 and is presently Lead Environmental Specialist for LCSES and Coordinator of the Bank’s Latin America and Caribbean Quality Assurance Team, which monitors compli- ance with environmental and social safeguard policies. -
Dilemma of Kalabagh Dam and Pakistan Future
2917 Muhammad Iqbal et al./ Elixir Bio. Diver. 35 (2011) 2917-2920 Available online at www.elixirpublishers.com (Elixir International Journal) Bio Diversity Elixir Bio. Diver. 35 (2011) 2917-2920 Dilemma of kalabagh dam and Pakistan future Muhammad Iqbal 1 and Khalid Zaman 2 1Department of Development Studies, Comsats Institute of Information Technology, Abbottabad, Pakistan. 2Department of Management Sciences, Comsats Institute of Information Technology, Abbottabad, Pakistan. ARTICLE INFO ABSTRACT Article history: The purpose of this study is to explore the importance of Kalabagh dam in the perspective of Received: 11 April 2011; Pakistan. In addition, the study observes different views of the residents which cover all four Received in revised form: provinces of Pakistan namely, Sindh, Punjab, Khyber PukhtoonKhawa (KPK) and 20 May 2011; Baluchistan. The importance of Kalabagh dam in Pakistan is related with electricity Accepted: 27 May 2011; generation capacity which will meet the country’s power requirement. There has some reservation regarding construction of the dam. Sindh province objects that their share of the Keywords Indus water will be curtailed as water from the Kalabagh will go to irrigate farmlands in Kalabagh dam, Punjab and Khyber PukhtoonKhawa at their cost. KPK province of Pakistan has concerns Electricity generation, that large areas of Nowshera (district of KPK) would be submerged by the dam and even Power requirement, wider areas would suffer from water-logging and salinity. Further, as the water will be Pros and Cons, stored in Kalabagh dam as proposed Government of Pakistan, it will give water level rise to Pakistan. the city that is about 200 km away from the proposed location. -
Be Aware of Potential Risk of Dam Failure in Your Community
Be Aware of Potential Risk of Dam Failure in Your Community Approximately 15,000 dams in the United States are classified as high-hazard potential (HHP), meaning that their failure could result in loss of life. Dams can fail for a number of reasons, including overtopping caused by floods, acts of sabotage, or structural failure of materials used in dam construction. The worst dam failure in the United States occurred in 1889 in Johnstown, Pennsylvania. Over 2,200 died, with many more left homeless. Dams present risks but they also provide many benefits, including irrigation, flood control, and recreation. Dams have been identified as a key resource of our national infrastructure that is vulnerable to terrorist attack. States have the primary responsibility for protecting their populations from dam failure. Of the approximately 94,400 dams in the United States, State governments regulate about 70 percent. About 27,000 dams throughout our Nation could incur damage or fail, resulting in significant property damage, lifeline disruption (utilities), business disruption, displacement of families from their homes, and environmental damage. The most important steps you can take to protect yourself from dam failure are to know your risk. Contact government offices to learn if an Emergency Action Plan (EAP) is in place and to evacuate when directed by emergency response officials. An EAP is a formal document that identifies potential emergency conditions at a dam and specifies preplanned actions to be followed by the dam owner to reduce property damage and loss of life. The plan may save lives and property damage through timely evacuations of those who live, work, or enjoy recreation near a high-hazard potential dam. -
Effects of the Glen Canyon Dam on Colorado River Temperature Dynamics
Effects of the Glen Canyon Dam on Colorado River Temperature Dynamics GEL 230 – Ecogeomorphology University of California, Davis Derek Roberts March 2nd, 2016 Abstract: At the upstream end of the Grand Canyon, the Glen Canyon Dam has changed the Colorado River from a run-of-the-river flow to a deep, summer-stratified reservoir. This change in flow regime significantly alters the temperature regime of the Colorado River. Seasonal temperature variation, once ranging from near to almost , is now limited to 7 . The lack of warm summer temperatures has prevented spawning of endangered 0℃ 30℃ humpback chub in the Colorado River. Implementation of a temperature control device, to − 14℃ allow for warmer summer releases to mitigate negative temperature effects on endangered fish, was considered by the federal government. Ultimately, this proposal was put on indefinite hold by the Bureau of Reclamation and U.S. Fish and Wildlife Service due to concerns of cost and unintended ecological consequences. The low-variability of the current dam-induced Colorado River temperature regime will continue into the foreseeable future. Agencies are reviewing humpback chub conservation efforts outside of temperature control. Keywords: Colorado River, Grand Canyon, Glen Canyon Dam, thermal dynamics 1.0 Introduction Temperature in natural water bodies is a primary driver of both ecological and physical processes. Freshwater plant and animal metabolisms are heavily affected by temperature (Coulter 2014). Furthermore, the thermal structure of a water body has significant impacts on the physical processes that drive ecosystem function (Hodges et al 2000); fluid dynamics drive transport of nutrients, oxygen, and heat. Human action, often the introduction of dams or industrial cooling systems, can alter the natural thermal regimes of rivers and lakes leading to reverberating impacts throughout associated ecosystems. -
Hydroelectric Power -- What Is It? It=S a Form of Energy … a Renewable Resource
INTRODUCTION Hydroelectric Power -- what is it? It=s a form of energy … a renewable resource. Hydropower provides about 96 percent of the renewable energy in the United States. Other renewable resources include geothermal, wave power, tidal power, wind power, and solar power. Hydroelectric powerplants do not use up resources to create electricity nor do they pollute the air, land, or water, as other powerplants may. Hydroelectric power has played an important part in the development of this Nation's electric power industry. Both small and large hydroelectric power developments were instrumental in the early expansion of the electric power industry. Hydroelectric power comes from flowing water … winter and spring runoff from mountain streams and clear lakes. Water, when it is falling by the force of gravity, can be used to turn turbines and generators that produce electricity. Hydroelectric power is important to our Nation. Growing populations and modern technologies require vast amounts of electricity for creating, building, and expanding. In the 1920's, hydroelectric plants supplied as much as 40 percent of the electric energy produced. Although the amount of energy produced by this means has steadily increased, the amount produced by other types of powerplants has increased at a faster rate and hydroelectric power presently supplies about 10 percent of the electrical generating capacity of the United States. Hydropower is an essential contributor in the national power grid because of its ability to respond quickly to rapidly varying loads or system disturbances, which base load plants with steam systems powered by combustion or nuclear processes cannot accommodate. Reclamation=s 58 powerplants throughout the Western United States produce an average of 42 billion kWh (kilowatt-hours) per year, enough to meet the residential needs of more than 14 million people. -
Blackstone State Park to Pratt Dam – Intermediate Tours, Rhode Island
BLACKSTONE RIVER & CANAL GUIDE Blackstone State Park to Pratt Dam – Intermediate Tours, Rhode Island [Map: USGS Pawtucket] Level . Intermediate Start . Ashton Dam / Lincoln Ashton Dam End . Lonsdale Village Portage River Miles Approx. 3 miles each way (6 mile loop) Ro River Time . 1 hour / 2 hour loop ut e 116 Access 0 miles Bikeway Description Quickwater, Class I-II (in river); II Flatwater (in canal) Parking Scenery . Towns, mills, wetlands 6 2 Portages. One portage from River to Canal for loop; portage over Pratt 1 Kelly House Bikeway Parking e Dam to continue downriver or take out t Transportation u o Museum Ashton Mill R Rout Blackstone Canal e 116 The heart of Rhode Island’s Blackstone River State Park, with a choice between the river and canal or a river to canal trail “loop”. Blackstone River State Park This section can be navigated either in the river or in the canal. Paddlers Blackstone can also make this a water trail loop by paddling down the Blackstone River River and back up the Blackstone Canal to the Kelly House Canal Quinnville d Ashton R oa Museum. o u R t r e e v 1 i NOTE: Currently (2005-06), construction at the Martin Street Bridge 26 R r e does not allow paddlers access through the canal. Check on the status of w o Martin L the construction before planning your trip. 1 Street Bridge RIVER ROUTE / RIVER AND CANAL TRAIL LOOP To put-in the Blackstone River, carry up the road under the viaduct Ma towards the dam where there is a portage trail to the right just past the rtin St R o pedestrian bridge or put-in just below the bikeway bridge behind the u t e Blackstone River State Park’s Kelly House Museum 1 2 2 The Wilbur Kelly House Museum describes the evolution of transportation M in the Blackstone River Valley, from primitive trails through the canal, the e n d railroad and on to modern highways. -
The Effects of Glen Canyon Dam on the Colorado River
THE EFFECTS OF GLEN CANYON DAM ON THE COLORADO RIVER. by Margaret Gebren A SENIOR THESIS m GENERAL STUDIES Submitted to the General Studies Council in the College of Arts and Sciences at Texas Tech University in Partial fulfillment of the Requirements for the Degree of BACHELOR OF GENERAL STUDIES Approved Dr. JeffLee Depal'tmenr of Economics and Geography Co-Chair of Thesis Committee Dr. Rob Mitchell Department of R WFM Co-Chair of Thesis Committee ----~~------- Dr. Dale Davis Director of General Studies May 1999 /ILZ ''55< ' / 7 3 ACKNOWLEDGMENTS I wish to express my deep gratitude to Dr. Lee and Dr. Mitchell for taking time out to read and critique my work and also for their commitment to teaching, which is greatly underrated. Thanks also to my family, for graciously correcting my grammar and spelling all these years! TABLE OF CONTENTS ACKNOWLEDGMENTS ii CHAPTER I. INTRODUCTION 1 II. HISTORY OF THE DAM 4 III. LIFE BEFORE THE DAM 7 IV. FORMATION OF THE GRAND CANYON 9 V. LIFE AFTER THE DAM 14 Lake Powell 14 Water Releases 15 Rapids 16 Sand and Sediment 16 Vegetation 17 Backwaters 18 Water Chemistry and Temperature 18 Heavy Metals 19 Salinity 20 Endangered Species 21 VI. THE PLAN 24 VII. THE EXPERIEMENT 27 VIII. RESULTS 30 Sandbars and Sediment Transportation 30 Rapids 31 ni Camping Beaches 31 Backwater Habitats 32 Geochemistry 33 Fisheries 33 Riparian Vegetation and Resources 34 Cultural Resources 34 IX. CONCLUSIONS 35 BIBLIOGRAPHY 36 IV CHAPTER 1 INTRODUCTION Mankind has become so used to controlling nature that we often forget or over-look the consequences of our handiwork. -
Politics of Power Sharing in Post-1971 Pakistan
www.ccsenet.org/jpl Journal of Politics and Law Vol. 4, No. 1; March 2011 Politics of Power sharing in Post-1971 Pakistan Muhammad Mushtaq (Corresponding author) Department of Political Science & International Relations Bahauddin Zakariya University Multan, Pakistan. E-mail: [email protected] Dr. Ayaz Muhammad Chairman Department of Political Science & International Relations Bahauddin Zakariya University Multan, Pakistan E-mail: [email protected] Dr. Syed Khawja Alqama Professor Department of Political Science & International Relations Bahauddin Zakariya University Multan, Pakistan E-mail: [email protected] Abstract Political scientists and constitutional engineers have recommended various power sharing models to guarantee political stability in multiethnic societies. The literature on power sharing seems to suggest that consociationalism and centripetalism are the two prominent models. While the former suggests grand coalition, the latter recommends multiethnic coalition cabinets to share power in diverse societies. Keeping in view these models, this paper attempts to examine the performance of various coalition cabinets in post-1971 Pakistan. The evidence shows that the coalition cabinets in Pakistan remained short-lived. The Pakistani experience seems to suggest that the power sharing models have certain limitations in diverse societies and are not, necessarily, appropriate option for all multiethnic states. Keywords: Power sharing, Multiethnic states, Coalition cabinets, Pakistan 1. Introduction The multiethnic structure of a state has been regarded as an obstacle to a stable democracy (Lijphart, 1995, p.854; Mill, 1958, p. 230). So, the political scientists have been remained busy in probing a democratic model that can ensure political stability in diverse societies. Since 1960s, power sharing has been considered as a dominant approach by political scientists to pledge political stability in such societies.