Glen Canyon Dam and Powerplant Brochure
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The Little Colorado River Project: Is New Hydropower Development the Key to a Renewable Energy Future, Or the Vestige of a Failed Past?
COLORADO NATURAL RESOURCES, ENERGY & ENVIRONMENTAL LAW REVIEW The Little Colorado River Project: Is New Hydropower Development the Key to a Renewable Energy Future, or the Vestige oF a Failed Past? Liam Patton* Table of Contents INTRODUCTION ........................................................................................ 42 I. THE EVOLUTION OF HYDROPOWER ON THE COLORADO PLATEAU ..... 45 A. Hydropower and the Development of Pumped Storage .......... 45 B. History of Dam ConstruCtion on the Plateau ........................... 48 C. Shipping ResourCes Off the Plateau: Phoenix as an Example 50 D. Modern PoliCies for Dam and Hydropower ConstruCtion ...... 52 E. The Result of Renewed Federal Support for Dams ................. 53 II. HYDROPOWER AS AN ALLY IN THE SHIFT TO CLEAN POWER ............ 54 A. Coal Generation and the Harms of the “Big Buildup” ............ 54 B. DeCommissioning Coal and the Shift to Renewable Energy ... 55 C. The LCR ProjeCt and “Clean” Pumped Hydropower .............. 56 * J.D. Candidate, 2021, University oF Colorado Law School. This Note is adapted From a final paper written for the Advanced Natural Resources Law Seminar. Thank you to the Colorado Natural Resources, Energy & Environmental Law Review staFF For all their advice and assistance in preparing this Note For publication. An additional thanks to ProFessor KrakoFF For her teachings on the economic, environmental, and Indigenous histories of the Colorado Plateau and For her invaluable guidance throughout the writing process. I am grateFul to share my Note with the community and owe it all to my professors and classmates at Colorado Law. COLORADO NATURAL RESOURCES, ENERGY & ENVIRONMENTAL LAW REVIEW 42 Colo. Nat. Resources, Energy & Envtl. L. Rev. [Vol. 32:1 III. ENVIRONMENTAL IMPACTS OF PLATEAU HYDROPOWER ............... -
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. -
Trip Planner
National Park Service U.S. Department of the Interior Grand Canyon National Park Grand Canyon, Arizona Trip Planner Table of Contents WELCOME TO GRAND CANYON ................... 2 GENERAL INFORMATION ............................... 3 GETTING TO GRAND CANYON ...................... 4 WEATHER ........................................................ 5 SOUTH RIM ..................................................... 6 SOUTH RIM SERVICES AND FACILITIES ......... 7 NORTH RIM ..................................................... 8 NORTH RIM SERVICES AND FACILITIES ......... 9 TOURS AND TRIPS .......................................... 10 HIKING MAP ................................................... 12 DAY HIKING .................................................... 13 HIKING TIPS .................................................... 14 BACKPACKING ................................................ 15 GET INVOLVED ................................................ 17 OUTSIDE THE NATIONAL PARK ..................... 18 PARK PARTNERS ............................................. 19 Navigating Trip Planner This document uses links to ease navigation. A box around a word or website indicates a link. Welcome to Grand Canyon Welcome to Grand Canyon National Park! For many, a visit to Grand Canyon is a once in a lifetime opportunity and we hope you find the following pages useful for trip planning. Whether your first visit or your tenth, this planner can help you design the trip of your dreams. As we welcome over 6 million visitors a year to Grand Canyon, your -
Grand Canyon Helicopter Tours
GRAND CANYON HELICOPTER TOURS * * $289 Adult • $269 Child (Ages 2 - 11) + $35 Fees $364 Adult • $344 Child (Ages 2 - 11) + $80 Fees GRAND CANYON SOAR LIKE AN EAGLE THROUGH THE GRAND CANYON • Descend 4,000 feet into the Grand Canyon MOST AND SEE THE BEAUTIFUL BOWL OF FIRE. • Touch down by the banks of the Colorado River POPULAR • Champagne picnic under an authentic Hualapai Indian shelter TOUR! & Las Vegas Tours • Air only excursion through the Grand Canyon • Views of Lake Mead, Hoover Dam, Fortication Hill and the Grand Wash Clis • Views of Lake Mead, Hoover Dam, Fortification Hill and the Grand Wash Clis • Tour Duration: Approximately 4 hours (hotel to hotel) World’s Largest Grand Canyon Air Tour Company, since 1965! • Tour Duration: Approximately 3 hours (hotel to hotel) • $40 SUNSET UPGRADE (PBW-4S) • ADD LIMO TRANSFERS & STRIP FLIGHT (PLW-1) $404 Adult • $384 Child (ages 2-11) + $80 Fees $349 Adult • $329 Child (Ages 2-11) + $40 Fees • ADD LIMO TRANSFERS & STRIP FLIGHT (PLW-4) $414 Adult • $394 Child (ages 2-11) + $80 Fees • ADD LIMO TRANSFERS, SUNSET & STRIP FLIGHT (PLW-4S) $454 Adult • $434 Child (ages 2-11) + $80 Fees $94 Adult • $74 Child (Ages 2 - 11) + $10 Fees TAKE TO THE SKIES OVER THE DAZZLING AND WORLD FAMOUS LAS VEGAS "STRIP"! • Views of the MGM, New York New York, Caesar’s Palace, Bellagio, Mirage and more • Fly by the Stratosphere Tower and downtown Glitter Gulch where Las Vegas began • Complimentary champagne toast L’excursion aérienne Die vielseitigste Papillon- Veleggiate al di sotto del キャニオン上空を低 La visita aérea más • Tour Duration: Approx. -
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). -
Alterna`Ve Views of Colorado Plateau and Rio Grande Rift
Parks from Space:Parks from Space: Alternave Views of Colorado Plateau and Rio Grande Ri Parklands Using Remote Sensing Imagery and Astronaut Photographs Joseph F. Reese, Geosciences Department, Edinboro University of PA • In this presenta,on, I will show several parklands of the Colorado Plateau and Rio Grande Ri: from a dis,nctly alterna,ve perspec,ve ‐‐ Space. Remote sensing imagery and astronaut photographs give a unique view of some of our con,nent's most recognizable landscapes. Rocky Mountains Tectonic Map of North America, (from the Space Shule) Central Rocky Mountains PHOTOGRAPHS and IMAGES OBTAINED FROM: EARTH SCIENCES AND IMAGE ANALYSIS LAB: “The Gateway to Astronaut Photography of Earth” hp://eol.jsc.nasa.gov (several capons are from this source) Space Shule and Internaonal Space Staon photographs taken by astronauts EARTH OBSERVATORY / VISIBLE EARTH: hp://earthobservatory.nasa.gov (some capons are from this source) hp://visibleearth.nasa.gov (some capons are from this source) satellite imagery from Landsat 7, MODIS, MISR, SeaWIFS Jet Propulsion Lab – ASTER: hp://asterweb.jpl.nasa.gov/gallery/ FIELD and AERIAL PHOTOS and FIGURES from: Yann Arthus‐Bertrand, Russ Finley, Lou Maher, John Shelton, Chernicoff (text), Plummer and McGeary (text), Tarbuck and Lutgens (text), United States Geological Survey, and various other texts and websites! Physiographic Map of the Lower 48 States, USA Colorado Plateau Colorado Plateau Locaon map of Naonal Parks in Western U.S. This natural‐color image combines data from over 500 Mul‐angle Imaging Spectro‐Radiometer (MISR) orbits with shaded relief Digital Terrain ElevaGon models from the ShuDle Radar Topography Western Mission (SRTM) and other North America sources. -
Control of Erosion on Construction Sites
624 RAN:c COf'<-\ I A LIBRARY PLANNING AND EP CONTROL OF EROSION ON CONSTRUCTION SITES By Michael J. Ransom CONTENTS INTRODUCTION 7 1 CONTROL OF EROSION ON CONSTRUCTION SITES 9 1.1 General 9 1 .2 How Does Erosion Occur? 9 2. BENEFITS OF EROSION CONTROL ON CONSTRUCTION SITES 11 3. PRINCIPLES OF EROSION CONTROL ON CONSTRUCTION SITES 12 3.1 Planning Phase Controls 12 3.2 Design and Construction Phase Controls 13 3.3 Maintenance Phase Controls 14 4. CONSTRUCTION SITE PRACTICE 15 4.1 Initial Clearing and Site Preparation 15 4.2 Access Around the Site 16 4.3 Drainage 19 4.4 Stockpiles and Spoil Dumps 30 4.5 Vegetation and Reclamation 31 4.6 Batters 34 4.7 SedimentTrapping 37 APPENDIX 1. Construction Supervisor's Check List 46 APPENDIX 2. Conservation, Forestsand Lands 47 Regional Offices REFERENCES 48 f l � t. tf.· . ' f•-':·.· . · . I . ACKNOWLEDGMENTS (First Edition) A number of people have assisted in the preparation of this booklet, both in technical advice and in reviewing the text. Particular thanks are due to a number of officers of the Soil Conservation Authority, particularly Mr. Graydon Findlay, the Authority's Chief Engineer. Also, the assistance of the following is greatly appreciated: Mr. John Mapson, State Rivers and Water Supply Commission, Messrs. Cliff Lawton and Peter Nash of the Road Construction Authority, and Mr. Don Thomson and his staff of the Dandenong Valley Authority who assisted greatly in providing technical input and advice on the presentation of the booklet. INTRODUCTION Each year, an increasing area of agricultural and open land is converted to urban use for houses, shopping centres, factories, roads, schools and other facilities. -
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. -
River Flow Advisory
River Flow Advisory Bureau . of Reclamation Upper Colorado Region Salt Lake City, Utah Vol. 15, No. 1 September 1984 River flows in the Upper Colorado River drainage, still high for this time of year, are not expected to decrease much for several weeks: While the daily update of operations and releases has been discontinued, the toll-free numbers now provide updates on Bureau of Reclamation activities and projects. Utah residents may call 1-800-624-1094 and out-of-Utah residents may call 1-800-624-5099. Colorado River at Westwater Canyon The flow of the Colorado River on September 10 was 7, 000 cfs, and is expected to decrease slightly over the next few weeks. Cataract Canyon Includin2 the Green- River The flow was 11,500 cfs on September 10 and will continue to decrease slightly. Lake Powell Lake Powell's elevation on September 10 was 3,699. Assuming normal inflow for this time of year, the lake should continue to go down slowly to elevation 3,682 by next spring. Colorado River through Grand Canyon . Releases through Glen Canyon Dam remain at 25,000 cfs. These releases are expected to be maintained with no daily fluctuations in river flows. Upper Green River - Fontenelle Reservoir Fontenelle Reservoir is now at elevation 6,482 feet. Releases through the dam will be reduced to about 600 cfs starting on September 17 for about 2 weeks during powerplant maintenance. Green River Flows Below Flaming Gorge Dam On September 10 Flaming Gorge Reservoir was at elevation 6,039.9 feet. Releases from the dam are expected to average 2, 500 cfs in September and October with usual daily fluctuations. -
3.6 Riverflow Issues
AFFECTED ENVIRONMENT & ENVIRONMENTAL CONSEQUENCES CHAPTER 3 3.6 RIVERFLOW ISSUES 3.6.1 INTRODUCTION This section considers the potential effects of interim surplus criteria on three types of releases from Glen Canyon Dam and Hoover Dam. The Glen Canyon Dam releases analyzed are those needed for restoration of beaches and habitat along the Colorado River between the Glen Canyon Dam and Lake Mead, and for a yet to be defined program of low steady summer flows to be provided for the study and recovery of endangered Colorado River fish, in years when releases from the dam are near the minimum. The Hoover Dam releases analyzed are the frequency of flood releases from the dam and the effect of flood flows along the river downstream of Hoover Dam. 3.6.2 BEACH/HABITAT-BUILDING FLOWS The construction and operation of Glen Canyon Dam has caused two major changes related to sediment resources downstream in Glen Canyon and Grand Canyon. The first is reduced sediment supply. Because the dam traps virtually all of the incoming sediment from the Upper Basin in Lake Powell, the Colorado River is now released from the dam as clear water. The second major change is the reduction in the high water zone from the level of pre-dam annual floods to the level of powerplant releases. Thus, the height of annual sediment deposition and erosion has been reduced. During the investigations leading to the preparation of the Operation of Glen Canyon Dam Final EIS (Reclamation, 1995b), the relationships between releases from the dam and downstream sedimentation processes were brought sharply into focus, and flow patterns designed to conserve sediment for building beaches and habitat (i.e., beach/habitat-building flow, or BHBF releases) were identified. -
Gunnison River
final environmental statement wild and scenic river study september 1979 GUNNISON RIVER COLORADO SPECIAL NOTE This environmental statement was initiated by the Bureau of Outdoor Recreation (BOR) and the Colorado Department of Natural Resources in January, 1976. On January 30, 1978, a reorganization within the U.S. Department of the Interior resulted in BOR being restructured and renamed the Heritage Conservation and Recreation Service (HCRS). On March 27, 1978, study responsibility was transferred from HCRS to the National Park Service. The draft environmental statement was prepared by HCRS and cleared by the U.S. Department of the Interior prior to March 27, 1978. Final revisions and publication of both the draft environmental statement, as well as this document have been the responstbility of the National Park Service. FINAL ENVIRONMENTAL STATEMENT GUNNISON WILD AND SCENIC RIVER STUDY Prepared by United States Department of the Interior I National Park Service in cooperation with the Colorado Department of Natural Resources represented by the Water Conservation Board staff Director National Par!< Service SUMMARY ( ) Draft (X) Final Environmental Statement Department of the Interior, National Park Service 1. Type of action: ( ) Administrative (X) Legislative 2. Brief description of action: The Gunnison Wild and Scenic River Study recommends inclusion of a 26-mile (41.8-km) segment of the Gunnison River, Colorado, and 12,900 acres (S,200 ha) of adjacent land to be classified as wild in the National Wild and Scenic Rivers System under the administration of the National Park Service and the Bureau of Land Management, U.S. D. I. This river segment extends from the upstream boundary of the Black Canyon of the Gunnison National Monument to approximately 1 mile (1.6 km) below the confluence with the Smith Fork. -
Colorado River Basin: System Status Update and Outlook for 2018 and 2019
Colorado River Basin: System Status Update and Outlook for 2018 and 2019 Daniel Bunk River Operations Manager Boulder Canyon Operations Office, Lower Colorado Region Colorado River Citizens Forum in Yuma, Arizona January 24, 2018 Topics • Overview of the Colorado River Basin • Colorado River Drought • Projected Conditions • Drought Response Activities • Summary 2 Overview of the Colorado River System • 16.5 million acre-feet (maf) allocated annually - 7.5 maf each to Upper and Lower Basins and 1.5 maf to Mexico - 13 to 14.5 maf of basin-wide consumptive use annually • 16 maf average annual “natural flow” (based on historical record) - 14.8 maf in the Upper Basin and 1.3 maf in the Lower Basin • Inflows are highly variable year to year • 60 maf of storage (nearly 4-times the annual inflow) • The System is operated on a type hydrologic budget 3 Natural Flow Colorado River at Lees Ferry Gaging Station, Arizona Water Year 1906 to 2018 Colorado River at Lees Ferry, AZ - Natural Flow 30 30 Average 10-yr Moving Average 25 25 20 20 15 15 Annual Annual Flow(MAF) 10 10 5 5 0 0 Water Year Provisional data, subject to change Estimated values for 2016-2018 4 Water Budget at Lake Mead Given current water demands in the Lower Basin and Mexico, and a minimum objective release from Lake Powell (8.23 maf), Lake Mead storage declines by about 1.2 maf annually (equivalent to about 12 feet in elevation). Inflow 9.0 maf (Powell release + side inflows above Mead) Outflow -9.6 maf (Lower Division State apportionments and Mexico Treaty allocation, plus balance of downstream regulation, gains, and losses) Mead evaporation loss -0.6 maf Balance -1.2 maf 5 Lake Mead End of Month Elevation 1,225 Spillway Crest 1221 ft 1,200 1,175 September 1999 December 2017 39% of Capacity 1,150 95% of Capacity 1,125 1,100 Elevation (ft) Elevation 1,075 1,050 Prior to 1999, Lake Mead was last at elevation 1,082.52 feet in June 1937.