Impact of High Wind Power Penetrations on Hydroelectric Unit Operations in the WWSIS
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Morrow Point
IN THIS CANYON section of the Gunnison River the grade will be improved to serve a s t he access road dam will be built near the location of the abandoned to the site. The dam and re s ervoir are upstre am from railroad bridge shown in the picture. The railroad the Black Canyon of the Gunnison National Monument. Construction starts at Morrow Point Proiect in Colorado on Gunnison River include-s several 11firsts" for the Bureau of Reclamation: double curvature, thin arch dam, underground power plant and free-fall spillway. The $15A36,- 000 contract went to ioint venture of Al Johnson Construction Co. and Morrison-Knudsen Co., Inc. CONSTRUCTION of the Bureau downstream from Blue Mesa Dam, of Reclamation's first double a large earthfill structure under curvature. thin-arch dam began construction by the Bureau as part in June. The concrete structure is of the Cw·ecanti Unit. (The article Morrow Point Dam, a major fea ··work Starts on Blue Mesa Dam" ture of the Bureau·s Curecanti. Unit by Grant Blooctgood, published in of the Colorado River Storage the August 1962 issue of Western Project m west-central Colorndo. Construction. describes the earth The 515,436.066 contract for f'ill dam and plan of development construction of the dam wa~ of the Curecanti Unit.) awarded to the joint venture firm The Bureau's thinnest arch dam, of Al Johnson Construction Co. By 8. P. BELLPORT on the basis of width to height, and Monison-Knudsen Co., Inc. Chief Engineer Morrow Point will have a top Time allowed for completion of Bureau of Reclamation width of 12 ft. -
Curecanti Unit Colorado River Storage Project
CURECANTI UNIT COLORADO RIVER STORAGE PROJECT U.S. DEPARTMENT OF THE INTERIOR, STEWART L. UDALL, Secretary Bureau of Reclamation, Floyd E. Dominy, Commissioner CURECANTI UNIT Colorado River Storage Project BLUE MESA DAM GUNNISON 0 <:- PLANT If{' -""~BLUE MESA DAM! ~1 ~~~~~~~!1li~"""~ Go POWERPLANT ill d, rF:_=~~~~:°w POINT DAMI "<-::.-:.CRYSTAL'----_..,. _____ DAMI ..., CURECANTI UNIT The Curecanti Storage Unit is an will stand 340 feet above the original important part of a vast program to streambed elevation. A 60,000-kilowatt store, regulate, and put to widespread powerplant will be located at Blue Mesa beneficial use the waters of the Upper Dam. Colorado River and its tributaries-large and small. The purpose of the Curecanti Construction on the Curecanti Unit Unit is to control the flows of the Gunni began in 1961 with the relocation of son River, a major tributary of the Upper about 6 1 /2 miles of U.S. Highway 50 Colorado River. Three other such stor through the lower part of the Blue Mesa age units are now under construction Reservoir area. Portions of the highway the Flaming Gorge Unit on the Green will be flooded during high water per River in the northeast corner of Utah iods when the Gunnison River is divert the Navajo Unit on the San Juan River ed through tunnels around the Blue Me in northwest New Mexico; and the Glen sa damsite. During 1961, surveys and Canyon Unit on the Colorado River in other preconstruction work will be com northern Arizona. pleted for Blue Mesa Dam. Early in 1962, the contract for construction of The Curecanti Unit will involve the Blue Mesa Dam is scheduled for award. -
Work Starts on Blue Mesa Dam
... Work starts on Blue Mesa Dam On the Gunnison River in western Colorado, the Tecon Corp. has started work on the first dam of the Curecanti Unit of the Bureau of Reclamation's Colorado River Stor age Project. The 342-ft. earthfill dam will contain 3,000,- 000 cu. yd. Reservoir storage will be 940,800 ac. ft. and the powerplant will have a 60,000-kw. capacity. CONSTRUCTION of the Bureau of By GRANT BLOODGOOD The darn embankment will consist Reclamation's Blue Mesa Darn and Assistant Commissioner and Chief Engineer of three zones of selected material, Powerplant on the Gunnison River in Bure1u of Recl11m11tion each distinguished by its particular western Colorado began in late Ap Denver, Colorado structural and permeable properties ril. The darn and powerplant are the and by the method of placement. De major features to be undertaken on Blue Mesa Dam is to be construct tails are provided in the caption of the Curecanti Unit of the Colorado ed about 25 mi. downstream from the cross-section drawing. River Storage Project. The $13,706,- Gunnison and about 1 Y.2 mi. down 230 contract for construction of the stream from the town of Sapinero. Powerplant 342-ft. earthfill darn and 60,000-kw. Principal dimensions and characteris powerplant is held by the Tecon Cor tics of the darn and powerplant ap The Blue Mesa Powerplant, to be poration, Dallas, Texas. Work under pear in the accompanying table. constructed at the downstream toe of the contract is required to be com Geologically, the darnsite is favor the darn, is to house two 30,000-kv. -
Colorado River Slideshow Title TK
The Colorado River: Lifeline of the Southwest { The Headwaters The Colorado River begins in the Rocky Mountains at elevation 10,000 feet, about 60 miles northwest of Denver in Colorado. The Path Snow melts into water, flows into the river and moves downstream. In Utah, the river meets primary tributaries, the Green River and the San Juan River, before flowing into Lake Powell and beyond. Source: Bureau of Reclamation The Path In total, the Colorado River cuts through 1,450 miles of mountains, plains and deserts to Mexico and the Gulf of California. Source: George Eastman House It was almost 1,500 years ago when humans first tapped the river. Since then, the water has been claimed, reclaimed, divided and subdivided many times. The river is the life source for seven states – Arizona, California, Colorado, Nevada, New Mexico, Utah and Wyoming – as well as the Republic of Mexico. River Water Uses There are many demands for Colorado River water: • Agriculture and Livestock • Municipal and Industrial • Recreation • Fish/Wildlife and Habitat • Hydroelectricity • Tribes • Mexico Source: USGS Agriculture The Colorado River provides irrigation water to about 3.5 million acres of farmland – about 80 percent of its flows. Municipal Phoenix Denver About 15 percent of Colorado River flows provide drinking and household water to more than 30 million people. These cities include: Las Vegas and Phoenix, and cities outside the Basin – Denver, Albuquerque, Salt Lake City, Los Angeles, San Diego and Tijuana, Mexico. Recreation Source: Utah Office of Tourism Source: Emma Williams Recreation includes fishing, boating, waterskiing, camping and whitewater rafting in 22 National Wildlife Refuges, National Parks and National Recreation Areas along river. -
1972 Operation of the Colorado Riyer Basin 1973 Projected 0Llcrations
1972 Operation of the Colorado Riyer Basin 1973 Projected 0llcrations ANNUAL REPORT 1972 Operation of the Colorado River Basin 19i') Projected Ope tions (prepared pursuant to the Colorado River .Basin Project Act of 1968, Public Law 90-537) U. S. Department'of the Interior Rogers C.>B. Morton, Secretary Bureau of Reclamation Ellis L.Armstrong, Commissioner January 1973 Table of Contents Page Map - Upper Colorado and Lower Colorado River Basins ..... Inside Cover Authority for Report .. .. .. .. .. .. .. .. .. ......ii Introduction' ....... ~ ........ ... ........ .. .... .. .. .ii ActualOperations under Criteria -Water Year·1972 .....•.... 1 Upper Basin Reservoirs ..•.... ... ... ... .................2 Lower Basin Reservoirs ........... .. .............. 14 River Regulation ' 20 Beneficial Consumptive Uses 21 Upper Basin Uses >••••.••••••••••••• 21 LowerBasin Uses and Losses 21 Water Quality Control.. .. ...... .. ................ .' . .. 22 Water Quality Operationsduring Water Year 1972 .. 22 Future Water Quality Control.. .......... .. ... .. ..... .. 22 Enhancement of Fish and Wildlife ........ .. .... .. .. .. 23 Upper Basin 23 Lower Basin 23 Preservation of Environni"ent 2S Projected Plan of Operation under Criteria for Current Year 26 Determination of "602(a) Storage" .. .. ...... .. ..... .'. ..26 Lower Basin Requirements .................. .>. ........ 27 Plan of Operation Water Year 1973 ... .. .. .. ... .. .... .. .... 29 Upper Basin Reservoirs .. .. .. .... .. .. .. ..... .. .. .• .. .. 29 Lower Basin Reservoirs .... .. ...................... 33 At the end of September 1971, Blue Mesa Curee Bti Unit Reservoir had 532,300 acre-feet of active storage and a water surface elevation of 7,484 feet. During April-July 1972, inflow to Blue Mesa was 469,000 acre-feet, or about 59 percent of the long-time average. This amount of water caused the reservoir to reach a seasonal high of 7,485 feet and an active storage of 543,300 acre-feet early mJuly. During water year 1972, fishing was enhanced below Gunnison Tunnel by the flow of not less than 300 c.f.s. -
Report of the Upper Colorado River Commission Has Been Compiled Pursuant to the Above Directives
FIFTY-SEVENTH ANNUAL REPORT OF THE Upper Colorado River Commission SALT LAKE CITY, UTAH SEPTEMBER 30, 2005 ii iii This page intentionally left blank. iv TABLE OF CONTENTS Page Letter of Transmittal . iii Preface ..................................................................... 1 Commission ................................................................. 2 Alternate Commissioners ....................................................... 3 Officers of the Commission . 3 Staff ....................................................................... 3 Committees ................................................................. 4 Advisors to Commissioners ..................................................... 5 Meetings of the Commission . 7 Activities of the Commission. 7 A. Engineering-Hydrology ................................................... 8 1. Colorado River Salinity Program ........................................ 8 2. Forecast of Stream Flow . 8 3. Summary of Reservoir Levels and Contents ................................9 LakePowell ........................................................9 LakeMead ........................................................12 4. Flows of Colorado River ...............................................23 B. Legal .................................................................31 1. Water Newsletter . 31 2. CourtCase .........................................................31 3. Legislation ..........................................................31 Colorado River Storage Project And Participating -
CONCRETE DAM EVOLUTION the Bureau of Reclamation’S Contributions Gregg A
Reclamation Centennial History Symposium, 2002 September 21, 2002 CONCRETE DAM EVOLUTION The Bureau of Reclamation’s Contributions Gregg A. Scott1, P.E., Technical Specialist, Structural Analysis and Geotechnical Groups Larry K. Nuss 1, P.E., Technical Specialist, Structural Analysis Group John LaBoon1, P.E., Manager, Waterways and Concrete Dams Group I. Introduction Over the last 100 years the Bureau of Reclamation (Reclamation) has made significant engineering contributions to the advancement and evolution of concrete dam analysis, design, and construction. The beginning of Reclamation’s long history of world renowned concrete dams began shortly after the turn of the 20th century with the construction of landmark masonry dams. Arch, gravity, and buttress dam design evolved through the 1920's. In the 1930's with the design and construction of Hoover Dam, significant strides were made in design, analysis, and construction. Strides were also made in concrete materials, temperature control, and construction techniques. Concrete technology improved to solve the problems of alkali-aggregate reaction and freeze-thaw damage following Hoover Dam. In addition to Hoover Dam, some of the largest concrete dams in the world were constructed by Reclamation during the 1940's and 1950's. Following the failure of Malpasset Dam (France) in the late 1950's, it became fully recognized that foundation conditions were critical to the stability of concrete dams. Reclamation made significant contributions in the areas of rock mechanics and dam foundation design in the 1960's and later. In the 1970's significant attention was paid to the earthquake response of concrete dams, and Reclamation was among the first to apply the finite element method to these types of analyses. -
Wayne Aspinall Unit Colorado River Storage Project
Wayne Aspinall Unit Colorado River Storage Project Zachary Redmond Bureau of Reclamation History Program 2000 Table Of Contents Table Of Contents .............................................................1 The Wayne Aspinall Unit .......................................................2 Project Location.........................................................2 Historic Setting .........................................................4 Prehistoric Setting .................................................4 Historic Setting ...................................................6 Project Authorization....................................................15 Construction History ....................................................20 Blue Mesa Dam..................................................20 Morrow Point Dam ...............................................33 Crystal Dam.....................................................43 Post-Construction History................................................53 Settlement of the Project .................................................61 Uses of Project Water ...................................................62 Conclusion............................................................64 About the Author .............................................................64 Bibliography ................................................................66 Archival Collections ....................................................66 Government Documents .................................................66 Articles...............................................................67 -
FINAL ENVIRONMENTAL ASSESSMENT Morrow Point
FINAL ENVIRONMENTAL ASSESSMENT Morrow Point Cimarron Dredging Project Prepared by Bureau of Reclamation Western Colorado Area Office Grand Junction, Colorado September 2001 TABLE OF CONTENTS CHAPTER I - Introduction ......................................................1 Proposed Action .........................................................1 Purpose and Need .......................................................1 Background Information ..................................................2 Public Scoping..........................................................4 CHAPTER II - ALTERNATIVES AND THE PREFERRED ALTERNATIVE .............6 No Action Alternative....................................................6 Proposed Action .........................................................6 Environmental Commitments ..............................................6 CHAPTER III - AFFECTED ENVIRONMENT/ENVIRONMENTAL CONSEQUENCES ...8 General................................................................8 Aspinall Unit and Morrow Point Reservoir....................................8 Recreation Resources....................................................10 Land Use and Vegetation.................................................11 Fish and Wildlife Resources ..............................................11 Threatened and Endangered Species........................................14 Water Quality ..........................................................14 Water Rights ..........................................................16 Historical and Cultural Resource -
CURECANTI UNIT Since Settlers Arrived in Western Colorado in the 1880'S, the Gunnison River Has Been Both a Blessing and a Frustra Tion
THE CURECANTI UNIT Since settlers arrived in western Colorado in the 1880's, the Gunnison River has been both a blessing and a frustra tion. Spring floods often ravaged the low-lying valleys, yet CURECANTI the river always dwindled to a sickly stream in late summer, STORAGE UNIT when irrigation water was desperately needed. One of the Bureau of Reclamation's first projects, the Uncompahgre U.S. DEPARTMENT OF THE INTERIOR Project (constructed from 1905 to 1912), successfully tapped Bureau of Reclamation the Gunnison River. But there was still no major dam to check the river's wide fluctuations. Blue Mesa Lake, the uppermost and largest of the three Curecanti reservoirs, stores and controls heavy spring flows of the Gunnison River. Water released through Blue Mesa Dam and Powerplant receives short-term regulation at Mor row Point and Crystal Reservoirs immediately downstream. Water releases from Crystal are dictated by downstream water requirements. Construction costs of the three Curecanti dams total about $168 million, much of which was spent locally. Most important are the long-range, stabilizing economic benefits gained from the water and power resources developed by the Recreation in the Curecanti Unit is administered by the U.S. DEPARTMENT OF THE INTERIOR Curecanti Unit and other features of the project. Park Service under an agreement with the Bureau of Reclama tion. For information on recreational facilities, contact the, Curecanti National Recreation Area, P.O. Box 1040, Gunnison, THE COLORADO RIVER Colo. 81230. STORAGE PROJECT The long-range basinwide development of water resources of the Upper Colorado River POWER BUREAU OF RECLAMATION The three powerplants of the Curecanti Unit generate up The Curecanti Unit is part of the comprehensive water to 208,000 kilowatts of hydroelectricity. -
Looking Upstream: an Analysis of Low Water Levels in Lake Powell And
University of Colorado Law School Colorado Law Scholarly Commons Getches-Wilkinson Center for Natural Books, Reports, and Studies Resources, Energy, and the Environment 2016 Looking Upstream: An Analysis of Low Water Levels in Lake Powell and the Impacts on Water Supply, Hydropower, Recreation, and the Environment: A Companion Report to The Bathtub Ring Michael Johnson Lindsey Ratcliff Rebecca Shively Leanne Weiss Yale University. School of Forestry and Environmental Studies See next page for additional authors Follow this and additional works at: https://scholar.law.colorado.edu/books_reports_studies Part of the Environmental Policy Commons, Natural Resources and Conservation Commons, Natural Resources Management and Policy Commons, Public Policy Commons, Water Law Commons, and the Water Resource Management Commons Citation Information Michael Johnson, Lindsey Ratcliff, Rebecca Shively, Leanne Weiss & Western Water Policy Program, Looking Upstream: An Analysis of Low Water Levels in Lake Powell and the Impacts on Water Supply, Hydropower, Recreation, and the Environment: A Companion Report to The Bathtub Ring (Getches- Wilkinson Ctr. for Nat. Res., Energy, & the Env't, Univ. of Colo. Law Sch. 2016). Authors Michael Johnson; Lindsey Ratcliff; Rebecca Shively; Leanne Weiss; Yale University. School of Forestry and Environmental Studies; University of Colorado Boulder. Getches-Wilkinson Center for Natural Resources, Energy, and the Environment; and Western Water Policy Program This book is available at Colorado Law Scholarly Commons: https://scholar.law.colorado.edu/books_reports_studies/ 169 MICHAEL JOHNSON, LINDSEY RATCLIFF, REBECCA SHIVELY, LEANNE WEISS & WESTERN WATER POLICY PROGRAM, LOOKING UPSTREAM: ANALYSIS OF LOW WATER LEVELS IN LAKE POWELL AND THE IMPACTS ON WATER SUPPLY, HYDROPOWER, RECREATION, AND THE ENVIRONMENT: A COMPANION REPORT TO THE BATHTUB RING (Getches-Wilkinson Ctr. -
FINAL ENVIRONMENTAL ASSESSMENT Morrow Point Trash
FINAL ENVIRONMENTAL ASSESSMENT Morrow Point Trash Rack Cleaning Project Prepared by Bureau of Reclamation Western Colorado Area Office Grand Junction, Colorado for Power Office Upper Colorado Regional Office Salt Lake City, Utah July 31, 2002 ii TABLE OF CONTENTS CHAPTER I - Introduction..............................................................................................................1 Proposed Action...................................................................................................................1 Need For and Purpose of Action..........................................................................................1 Background Information......................................................................................................2 Public Scoping .....................................................................................................................4 CHAPTER II - ALTERNATIVES ..................................................................................................5 Alternatives..........................................................................................................................5 Reservoir Draw Down and Trash Rack Cleaning................................................................5 Aspinall Operations .............................................................................................................6 Other Alternative Considered but Eliminated from Detailed Analysis ...............................6 CHAPTER III - AFFECTED ENVIRONMENT/ENVIRONMENTAL