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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. -
Today's Missouri River
DID YOU KNOW? The Missouri River is the longest river in North America. The Missouri is the world’s 15th- TODAY’S longest river. The Missouri has the nickname MISSOURI RIVER “Big Muddy,” because of the large The Missouri River has been an important resource for amount of silt that it carries. people living along or near it for thousands of years. As time went on and the corridor of the Missouri River was developed and populations increased, efforts have been There are approximately 150 fish made to control flows, create storage, and prevent flooding. species in the Missouri River, and As a result, six mainstem dams have been in place for more about 300 species of birds live in the than half a century, with the goal of bringing substantial Missouri River’s region. economic, environmental, and social benefits to the people of North Dakota and nine other states. The Missouri’s aquatic and riparian Since the building of the mainstem dams, it has been habitats also support several species realized that for all of the benefits that were provided, the of mammals, such as mink, river dams have also brought controversy. They have created otter, beaver, muskrat, and raccoon. competition between water users, loss of riparian habitat, impacts to endangered species, stream bank erosion, and delta formation - which are only a few of the complex issues The major dams built on the river related to today’s Missouri River management. were Fort Peck, Garrison, Oahe, Big Bend, Fort Randall, and Gavin’s Point. This educational booklet will outline the many benefits that the Missouri River provides, and also summarize some of the biggest issues that are facing river managers and residents within the basin today. -
Missouri River Floodplain from River Mile (RM) 670 South of Decatur, Nebraska to RM 0 at St
Hydrogeomorphic Evaluation of Ecosystem Restoration Options For The Missouri River Floodplain From River Mile (RM) 670 South of Decatur, Nebraska to RM 0 at St. Louis, Missouri Prepared For: U. S. Fish and Wildlife Service Region 3 Minneapolis, Minnesota Greenbrier Wetland Services Report 15-02 Mickey E. Heitmeyer Joseph L. Bartletti Josh D. Eash December 2015 HYDROGEOMORPHIC EVALUATION OF ECOSYSTEM RESTORATION OPTIONS FOR THE MISSOURI RIVER FLOODPLAIN FROM RIVER MILE (RM) 670 SOUTH OF DECATUR, NEBRASKA TO RM 0 AT ST. LOUIS, MISSOURI Prepared For: U. S. Fish and Wildlife Service Region 3 Refuges and Wildlife Minneapolis, Minnesota By: Mickey E. Heitmeyer Greenbrier Wetland Services Advance, MO 63730 Joseph L. Bartletti Prairie Engineers of Illinois, P.C. Springfield, IL 62703 And Josh D. Eash U.S. Fish and Wildlife Service, Region 3 Water Resources Branch Bloomington, MN 55437 Greenbrier Wetland Services Report No. 15-02 December 2015 Mickey E. Heitmeyer, PhD Greenbrier Wetland Services Route 2, Box 2735 Advance, MO 63730 www.GreenbrierWetland.com Publication No. 15-02 Suggested citation: Heitmeyer, M. E., J. L. Bartletti, and J. D. Eash. 2015. Hydrogeomorphic evaluation of ecosystem restoration options for the Missouri River Flood- plain from River Mile (RM) 670 south of Decatur, Nebraska to RM 0 at St. Louis, Missouri. Prepared for U. S. Fish and Wildlife Service Region 3, Min- neapolis, MN. Greenbrier Wetland Services Report 15-02, Blue Heron Conservation Design and Print- ing LLC, Bloomfield, MO. Photo credits: USACE; http://statehistoricalsocietyofmissouri.org/; Karen Kyle; USFWS http://digitalmedia.fws.gov/cdm/; Cary Aloia This publication printed on recycled paper by ii Contents EXECUTIVE SUMMARY .................................................................................... -
Missouri River Valley in North Eastern Nebraska
Water-Supply Paper No. 2 15 f A, Economic Geology, 96 n I B, Descriptive Geology, 118 owm] M, General Hydrographic Investigations, 25 [ 0, Underground Waters, 71 DEPARTMENT OF THE INTERIOR UNITED STATES GEOLOGICAL SURVEY GEORGE OTIS SMITH, DIRECTOR GEOLOGY AND WATER RESOURCES OF A PORTION OF THE MISSOURI RIVER VALLEY IN NORTH EASTERN NEBRASKA BY GK E. WASHINGTON GOVERNMENT PRINTING OFFICE 1908 CONTENTS. Page. Introduction___________________ Topography ___________________ Descriptive geology _____ Stratigraphy ____________ Structure__________________ Description of the rocks____ Cretaceous system ___ Dakota sandstone __ Benton group______ 10 Graueros shale_ 11 Greenhorn limestone 11 Carlile shale_ 12 Niobrara formation 13 Pierre shale_______ 15 Tertiary system________ 18 Arikaree formation- 18 Pliocene deposits_ 19 Quaternary system_____ 20 Glacial drift_______ 20 Loess ________. 20 Alluvium______. 21 Dune sand_________ 22 Economic geology______________ 22 Mineral resources__________ 22 Brick clay ____________ 22 Sand and gravel_______ 22 Building stone_________ 22 Cement rock________ 23 Coal ____________. 2-i Peat __________________ 2-1 Volcanic ash___________ 24 Water resources- __________ 25 General statement _____ 25 Surface waters ________ 25 Streams___________ 25 Springs _______. 20 Underground waters _ 27 Shallow wells _____ 27 Artesian wells_____ 28 Artesian conditions ___________________ 28. Chemical composition of artesian water- 28 Pressure _______________ _ 29 Temperature of artesian water________ 30 Construction and care of -
Congressional Record—Senate S7813
July 19, 2006 CONGRESSIONAL RECORD — SENATE S7813 CONCLUSION OF MORNING committee of jurisdiction, my friend those who help pay for Corps projects BUSINESS from Montana, Senator BAUCUS, made either through their Federal tax dol- The PRESIDING OFFICER. Morning a commitment to me to address the lars or, in many cases, through taxes business is closed. issues that plagued the Corps. they pay at a local level as part of a At that time I sought to offer an non-Federal cost-sharing arrange- f amendment to WRDA 2000 to create an ment—can rest easy knowing that WATER RESOURCES independent peer review process for the their flood control projects are not DEVELOPMENT ACT OF 2005 Army Corps. In response to my amend- going to fail them, their ecosystem res- The PRESIDING OFFICER. Under ment, the bill managers adopted lan- toration projects are going to protect the previous order, the Senate will re- guage to authorize the National Acad- our environmental treasures, and their sume consideration of S. 728, which the emy of Sciences to study peer review. navigation projects are based on sound clerk will report. This study has long been complete, and economics and reliable traffic projec- The assistant legislative clerk read the final recommendation was clear. In tions. as follows: a 2002 report—Review Procedures for Much of the work that has gone into A bill (S. 728) to provide for the consider- Water Resources Planning—the Na- reforming the Corps was done before ation and development of water and related tional Academy of Sciences rec- our Nation saw a major U.S. -
Bighorn River Basin, Wyoming
Environmental and Recreational Water Use Analysis for the Wind – Bighorn River Basin, Wyoming Wind – Bighorn River Basin Plan Update Prepared for: Wyoming Water Development Commission 6920 Yellowstone Rd Cheyenne, Wyoming 82009 Prepared by: Western EcoSystems Technology, Inc. 415 W. 17th St., Suite 200 Cheyenne, Wyoming 82001 September 7, 2017 Draft Pre-Decisional Document - Privileged and Confidential - Not For Distribution Wind – Bighorn River Basin Plan Update EXECUTIVE SUMMARY In 2010, the Wyoming Water Development Commission (WWDC) requested a study to develop more robust and consistent methods for defining environmental and recreational (E&R) water uses for the River Basin Planning program. The study outlined that recreational and environmental uses needed to be identified and mapped, in a way that would assess their interactions with traditional water uses throughout the state of Wyoming. Harvey Economics completed the study in 2012, with a report and handbook being produced to identify a consistent viewpoint and accounting process for E&R water demands and to help guide river basin planning efforts in moving forward. The methods developed in the handbook were implemented on the Wind-Bighorn River Basin (Basin), and the results of the Basin plan update are provided in this report. In addition to the handbook guidelines, Western Ecosystems Technology, Inc. coordinated with the WWDC to further the analysis through the development of three models: 1) protection, 2) environmental, and 3) recreation. The Basin is located in central and northwestern Wyoming. Approximately 80% of Yellowstone National Park (YNP) is included in the Basin. Elevations in the Basin are variable as the Wind River and Bighorn Mountains funnel water from alpine areas to lower river corridors. -
Earth Sciences: Two-Ice-Lobe Model for Kansan Glaciation James S
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Transactions of the Nebraska Academy of Sciences Nebraska Academy of Sciences and Affiliated Societies 1982 Earth Sciences: Two-Ice-Lobe Model For Kansan Glaciation James S. Aber Emporia State University Follow this and additional works at: http://digitalcommons.unl.edu/tnas Aber, James S., "Earth Sciences: Two-Ice-Lobe Model For Kansan Glaciation" (1982). Transactions of the Nebraska Academy of Sciences and Affiliated Societies. 490. http://digitalcommons.unl.edu/tnas/490 This Article is brought to you for free and open access by the Nebraska Academy of Sciences at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Transactions of the Nebraska Academy of Sciences and Affiliated Societies by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. 1982. Transactions a/the Nebraska Academy a/Sciences, X:25-29. EARTH SCIENCES TWO-ICE-LOBE MODEL FOR KANSAN GLACIATION James S. Aber Geoscience Department Emporia State University Emporia, Kansas 66801 The Kansan glaciation should be representative of Early Pleisto western source area, the so-called Keewatin Center, in the cene glaciations in the Kansas-Nebraska-Iowa-Missouri region. It is region west of Hudson Bay. Frye and Leonard (1952: 11) often assumed the Kansan ice-sheet advanced as a single, broad lobe supported this concept on the basis of distribution of the coming from somewhere in Canada. This simple view contrasts with the known complexities of the younger Wisconsin glaciation, and indeed Sioux Quartzite, a common erratic derived mainly from east there is much evidence that the Kansan glaciation was equally complex. -
Montana Fishing Regulations
MONTANA FISHING REGULATIONS 20March 1, 2018 — F1ebruary 828, 2019 Fly fishing the Missouri River. Photo by Jason Savage For details on how to use these regulations, see page 2 fwp.mt.gov/fishing With your help, we can reduce poaching. MAKE THE CALL: 1-800-TIP-MONT FISH IDENTIFICATION KEY If you don’t know, let it go! CUTTHROAT TROUT are frequently mistaken for Rainbow Trout (see pictures below): 1. Turn the fish over and look under the jaw. Does it have a red or orange stripe? If yes—the fish is a Cutthroat Trout. Carefully release all Cutthroat Trout that cannot be legally harvested (see page 10, releasing fish). BULL TROUT are frequently mistaken for Brook Trout, Lake Trout or Brown Trout (see below): 1. Look for white edges on the front of the lower fins. If yes—it may be a Bull Trout. 2. Check the shape of the tail. Bull Trout have only a slightly forked tail compared to the lake trout’s deeply forked tail. 3. Is the dorsal (top) fin a clear olive color with no black spots or dark wavy lines? If yes—the fish is a Bull Trout. Carefully release Bull Trout (see page 10, releasing fish). MONTANA LAW REQUIRES: n All Bull Trout must be released immediately in Montana unless authorized. See Western District regulations. n Cutthroat Trout must be released immediately in many Montana waters. Check the district standard regulations and exceptions to know where you can harvest Cutthroat Trout. NATIVE FISH Westslope Cutthroat Trout Species of Concern small irregularly shaped black spots, sparse on belly Average Size: 6”–12” cutthroat slash— spots -
Fort Peck Draft
US Army Corps of Engineers Omaha District Draft Fort Peck Dam/Fort Peck Lake Project Montana Surplus Water Report Volume 1 Surplus Water Report Appendix A – Environmental Assessment August 2012 THIS PAGE INTENTIONALLY LEFT BLANK FORT PECK DAM/FORT PECK LAKE PROJECT, MONTANA SURPLUS WATER REPORT Omaha District U.S. Army Corps of Engineers August 2012 THIS PAGE INTENTIONALLY LEFT BLANK Fort Peck Dam / Fort Peck Lake, Montana FORT PECK DAM/FORT PECK LAKE MONTANA SURPLUS WATER REPORT August 2012 Prepared By: The U.S. Army Corps of Engineers, Omaha District Omaha, NE Abstract: The Omaha District is proposing to temporarily make available 6,932 acre-feet/year of surplus water (equivalent to 17,816 acre-feet of storage) from the system-wide irrigation storage available at the Fort Peck Dam/Fort Peck Lake Project, Montana to meet municipal and industrial (M&I) water supply needs. Under Section 6 of the Flood Control Act of 1944 (Public Law 78-534), the Secretary of the Army is authorized to make agreements with states, municipalities, private concerns, or individuals for surplus water that may be available at any reservoir under the control of the Department. Terms of the agreements are normally for five (5) years, with an option for a five (5) year extension, subject to recalculation of reimbursement after the initial five (5) year period. This proposed action will allow the Omaha District to enter into surplus water agreements with interested water purveyors and to issue easements for up to the total amount of surplus water to meet regional water needs. -
Addressing the Impact of Gavins Point Dam on the Lowermost~1400 Kilometers of the Missouri River
University of South Carolina Scholar Commons Theses and Dissertations 2016 Addressing The mpI act Of Gavins Point Dam On The Lowermost~1400 Kilometers Of The iM ssouri River Gregory Leaphart University of South Carolina Follow this and additional works at: https://scholarcommons.sc.edu/etd Part of the Civil Engineering Commons Recommended Citation Leaphart, G.(2016). Addressing The Impact Of Gavins Point Dam On The Lowermost~1400 Kilometers Of The Missouri River. (Master's thesis). Retrieved from https://scholarcommons.sc.edu/etd/3919 This Open Access Thesis is brought to you by Scholar Commons. It has been accepted for inclusion in Theses and Dissertations by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. ADDRESSING THE IMPACT OF GAVINS POINT DAM ON THE LOWERMOST ~1400 KILOMETERS OF THE MISSOURI RIVER by Gregory Leaphart Bachelor of Science Clemson University, 2013 ___________________________________________ Submitted in Partial Fulfillment of the Requirements For the Degree of Master of Science in Civil Engineering College of Engineering and Computing University of South Carolina 2016 Accepted by: Enrica Viparelli, Director of Thesis Jasim Imran, Reader Seydehzahra Zhara Samadi, Reader Cheryl L. Addy, Vice Provost and Dean of The Graduate School © Copyright by Gregory Leaphart, 2016 All Rights Reserved ii ACKNOWLEDGEMENTS Appreciation is extended toward Dr. Enrica Viparelli for her guidance and direction throughout the duration of graduate school and the thesis process. Gratitude is also given to Zeyad Sulaiman for his assistance throughout the duration of the thesis process. Hybrid Engineering, Inc. and CDM Smith are to be thanked for the extension of employment in spite of the time commitment required by graduate school and the thesis process. -
Fort Randall Power Plant Development Plan
Omaha District Hydropower Master Plan Final Submittal Aug 2016 1 Team Omaha, I am pleased to present the Omaha District Hydropower Master Plan. The Hydropower Master Plan provides a guide for future development decisions. The plan outlines the future requirements that will sustain our hydropower mission capability. Our purpose is to develop a strategic master plan that will guide future programming and funding for all hydropower sustainment, rehabilitation, and modernization requirements in a way that provides predictable funding and maximizes efficiencies to ensure the long-term resilience and reliability of this critical national infrastructure. There are several key tasks essential to our success: Plan for the future with a comprehensive, feasible, and efficient master plan. Program and secure predictable funding to sustain, rehabilitate, and modernize power plant infrastructure according to an established master plan. Prioritize repairs and improvements through risk-informed decisions and communication. Execute funding and complete programmed and funded projects according to contracts and agreements. Our desired end state is to ensure Omaha District hydropower infrastructure is rehabilitated and modernized no later than 2035 to maximize resilience and provide renewable, reliable energy production to the nation for an additional 50 years. I encourage you to become familiar with this plan and to foster greater partnership with every organization whose activities impact the physical development of hydropower in support of the larger U.S. Army Corps of Engineers mission. John W. Henderson, P.E. Colonel, Corps of Engineers District Commander 2 Charter PARTNERING CHARTER We are committed to work together through a positive, effective, and enduring partnership to ensure success of the ______________________________________________ ______________________________________________ goals and objectives as outlined in the Omaha District JOHN W. -
Boysen Reservoir and Powerplant
Upper Missouri River Basin Water Year 2015 Summary of Actual Operations Water Year 2016 Annual Operating Plans U.S. Department of Interior Bureau of Reclamation Great Plains Region TABLE OF CONTENTS SUMMARIES OF OPERATION FOR WATER YEAR 2015 FOR RESERVOIRS IN MONTANA, WYOMING, AND THE DAKOTAS INTRODUCTION RESERVOIRS UNDER THE RESPONSIBILITY OF THE MONTANA AREA OFFICE SUMMARY OF HYDROLOGIC CONDITIONS AND FLOOD CONTROL OPERATIONS DURING WY 2015 ........................................................................................................................ 1 FLOOD BENEFITS ...................................................................................................................... 13 UNIT OPERATIONAL SUMMARIES FOR WY 2015 .............................................................. 15 Clark Canyon Reservoir ............................................................................................................ 15 Canyon Ferry Lake and Powerplant .......................................................................................... 21 Helena Valley Reservoir ........................................................................................................... 32 Sun River Project ...................................................................................................................... 34 Gibson Reservoir ................................................................................................................... 34 Pishkun Reservoir ................................................................................................................