Good and Bad Dams
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Soviet Technological Projects and Technological Aid in Africa and Cuba, 1960S-1980S
Elena Kochetkova, David Damtar, Lilia Boliachevets, Polina Slyusarchuk, Julia Lajus SOVIET TECHNOLOGICAL PROJECTS AND TECHNOLOGICAL AID IN AFRICA AND CUBA, 1960S-1980S BASIC RESEARCH PROGRAM WORKING PAPERS SERIES: HUMANITIES WP BRP 143/HUM/2017 This Working Paper is an output of a research project implemented within NRU HSE’s Annual Thematic Plan for Basic and Applied Research. Any opinions or claims contained in this Working Paper do not necessarily reflect the views of HSE. Elena Kochetkova1, David Damtar,2 Lilia Boliachevets,3 Polina Slyusarchuk4 and Julia Lajus5 6 SOVIET TECHNOLOGICAL PROJECTS AND TECHNOLOGICAL AID IN AFRICA AND CUBA, 1960S- 1980S7 8 This paper examines Soviet development projects in African countries and Cuba during the Cold War. We analyze types of projects led by Soviet specialists and engage into the question of how Soviets, both leadership and engineers, viewed their roles and impacts as well as challenges on African territory and Cuba. In so doing, this paper analyzes differences and similarities in Soviet penetration to lands with newly established governments in Africa and Cuba. JEL Classification: N60, N67, N97. Keywords: technology, technological aid, Soviet Union, Africa, Cuba, decolonization. 1 National Research University Higher School of Economics. Laboratory for Environmental and Technological History. Department of History. E-mail: [email protected] 2 National Research University Higher School of Economics. Laboratory for Environmental and Technological History. Department of History. E-mail: «[email protected]» 3 National Research University Higher School of Economics. Department of History. E-mail: [email protected] 4 National Research University Higher School of Economics. Department of History. E-mail: [email protected] 5 National Research University Higher School of Economics. -
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. -
Rriving 6 September
MISCELLANEOUS PAPER GL-82-8 GEOTECHNICAL CENTRIFUGES OBSERVED IN THE SOVIET UNION, 6-29 SEPTEMBER 1979 by Paul A. Gilbert Geotechnical Laboratory U. S. Army Engineer Waterways Experiment Station P. O. Box 631, Vicksburg, Miss. 39180 August 1982 Final Report Approved For Public Release; Distribution Unlimited .W34m GL-82-8 1982 prepared for Office, Chief of Engineers, U. S. Army Washington, D. C. 20314 Under Civil Works Work Unit 31173, Task 30 LIBRARY. NOV 0 8 W - Buteau oi Reclamation ripnu0fe Colpffiin Destroy this report when no longer needed. Do not return it to the originator. The findings in this report are not to be construed as an officia Department of the Army position unless so designated, by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. ïj? BUREAU OF RECLAMATION DENVER LIBRARY v £ « 92016795 Unr.1 a s s i fie ri Ci T20]ib7T5 SECURITY CLASSIFICATION OF THIS PAGE (When Data Entered) 'V»«a ' READ INSTRUCTIONS REPORT DOCUMENTATION PAGE BEFORE COMPLETING FORM n 1. R E P O R T N U M B ER 2. GOVT ACCESSION NO. 3. RECIPIENT'S CATALOG NUMBER Miscellaneous ,Paper GL-82-8 /j 4. • T I T L E (and Subtitle) 5. TYPE OF REPORT & PERIOD COVERED GEOTECHNICAL CENTRIFUGES OBSERVED IN THE SOVIET r ) UNION, 6-29 SEPTEMBER 1979 ( Final report J^ ~6. PERFORMING ORG. REPORT NUMBER 7. AUTHOR*» 8. CONTRACT OR GRANT NUMBER*» Paul A. -
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). -
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. -
Session 6. Flood Risk Management September 29, 2016 Room 424
Session 6. Flood risk management September 29, 2016 Room 424 6.1 Theories, methods and technologies of hydrological forecasts 14.00–14.201. The new paradigm in hydrological forecasting (ensemble predictions and their improving based on assimilation of observation data) Lev Kuchment, Victor Demidov (RAS Institute of Water Problem, Russia) 14.20–14.402. The hydrological forecast models of the Siberian rivers water regime Dmitry Burakov (Krasnoyarsk State Agrarian University, Krasnoyarsk Center for Hydrometeorology and Monitoring of the Environment, Russia), Evgeniya Karepova (Institute of Computational Modeling, Siberian Branch of RAS, Russia) 14.40–15.003. Short-term forecasts method of water inflow into Bureyskaya reservoir Yury Motovilov (RAS Institute of Water Problems, Russia), Victor Balyberdin (SKM Market Predictor, Russia), Boris Gartsman, Alexander Gelfan (RAS Institute of Water Problems, Russia), Timur Khaziakhmetov (RusHydro Group, Russia), Vsevolod Moreydo (RAS Institute of Water Problems, Russia), Oleg Sokolov (Far Eastern Regional Hydrometeorological Research Institute, Russia) 15.00–15.204. Forecast of spring floods on the upper Ob river Alexander Zinoviev, Vladimir Galаkhov, Konstantin Koshelev (Institute of Water and Environmental Problems, Siberian Branch of RAS, Russia) 15.20–15.405. Regional hydrological model: the infrastructure and framework for hydrological prediction and forecasting Andrei Bugaets (RAS Institute of Water Problems, Far Eastern Regional Research Hydrometeorological Institute, Russia), Boris Gartsman -
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. -
Palynological Evidence for Gradual Vegetation and Climate Changes During the African Humid Period Termination at 13◦ N from a Mega-Lake Chad Sedimentary Sequence
Clim. Past, 9, 223–241, 2013 www.clim-past.net/9/223/2013/ Climate doi:10.5194/cp-9-223-2013 of the Past © Author(s) 2013. CC Attribution 3.0 License. Palynological evidence for gradual vegetation and climate changes during the African Humid Period termination at 13◦ N from a Mega-Lake Chad sedimentary sequence P. G. C. Amaral1, A. Vincens1, J. Guiot1, G. Buchet1, P. Deschamps1, J.-C. Doumnang2, and F. Sylvestre1 1CEREGE, Aix-Marseille Universite,´ CNRS, IRD, College` de France, Europoleˆ Mediterran´ een´ de l’Arbois, BP 80, 13545 Aix-en-Provence cedex 4, France 2Departement´ des Sciences de la Terre, Universite´ de N’Djamena (UNDT) BP 1027 N’Djamena, Chad Correspondence to: P. G. C. Amaral ([email protected]) Received: 16 May 2012 – Published in Clim. Past Discuss.: 18 June 2012 Revised: 18 December 2012 – Accepted: 19 December 2012 – Published: 29 January 2013 Abstract. Located at the transition between the Saharan and period. However, we cannot rule out that an increase of Sahelian zones, at the center of one of the largest endorheic the Chari–Logone inputs into the Mega-Lake Chad might basins, Lake Chad is ideally located to record regional envi- have also contributed to control the abundance of these taxa. ronmental changes that occurred in the past. However, until Changes in the structure and floristic composition of the veg- now, no Holocene archive was directly cored in this lake. etation towards more open and drier formations occurred In this paper, we present pollen data from the first sed- after ca. 6050 cal yr BP, following a decrease in mean Pann imentary sequence collected in Lake Chad (13◦ N; 14◦ E; estimates to approximately 600 (−230/+600) mm. -
6Th International Conference DEBRIS FLOWS
First announcement 6th International Conference DEBRIS FLOWS: DISASTERS, RISK, FORECAST, PROTECTION Dushanbe – Khorog, Tajikistan September 21-27, 2020 Конфронси байналхалқии Шашум 6-я международная "Селҳо: конференция Фалокатҳо, Хатар, Пешгӯи, СЕЛЕВЫЕ ПОТОКИ: Муҳофизат" КАТАСТРОФЫ, РИСК, ПРОГНОЗ, Душанбе – Хоруғ, Тоҷикистон, ЗАЩИТА 21-27 сентябри соли 2020 Душанбе – Хорог, Таджикистан 21-27 сентября 2020 г. www.debrisflow.ru/en/df20 6th International Conference “DEBRIS FLOWS: DISASTERS, RISK, FORECAST, PROTECTION” (Dushanbe – Khorog, Tajikistan, September 21-27, 2020) The Debris Flow Association, the National Academy of Sciences of Tajikistan, and the Aga Khan Agency for Habitat invite you and your colleagues to participate in the 6th International Conference on Debris Flows: Disasters, Risks, Forecast, Protection which will take place September 21-27, 2020 in Dushanbe and Khorog, Tajikistan. Debris flows in mountain regions cause significant damage for the economy and often lead to victims among local people. To solve the debris flow problems, experts from different countries are required to work together. The conferences on Debris Flows: Disasters, Risks, Forecast, Protection are among the forms of the international cooperation. This conference in Tajikistan is the sixth, it continues a series of conferences with the same name held in Pyatigorsk (2008), Moscow (2012), Yuzhno-Sakhalinsk (2014), Irkutsk and Arshan (2016), Tbilisi (2018). The Conference is held with the participation of government ministries of Tajikistan, international