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Potential Energy And Capacity Gains From Flood Control Storage Reallocation At Existing U S Hydropower Reservoirs

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Potential Energy And Capacity Gains From Flood Control Storage Reallocation At Existing U S Hydropower Reservoirs

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Author : Bill Scott Eichert
language : en
Publisher:
Release Date : 1981

Potential Energy And Capacity Gains From Flood Control Storage Reallocation At Existing U S Hydropower Reservoirs written by Bill Scott Eichert and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1981 with Flood dams and reservoirs categories.

This paper describes the procedures and results of an investigation to evaluate potential increases in nationwide hydropower production that could be achieved by reallocation of flood control storage at existing hydropower reservoirs. One aspect of the investigation considered only the increase in energy that could be achieved by storage reallocation; a second aspect considered potential gains in both energy and capacity that could be achieved by adding to the existing installed capacity as well as storage reallocation. The investigation was performed by the Hydrologic Engineering Center of the U.S. Army Corps of Engineers, and is a component of a technical overview study which is part of the National Hydropower Study. (Author).

Energy Research Abstracts

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Author :
language : en
Publisher:
Release Date : 1982

Energy Research Abstracts written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1982 with Power resources categories.

A Muskingum Cunge Channel Flow Routing Method For Drainage Networks

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Author : Jürgen Garbrecht
language : en
Publisher:
Release Date : 1991

A Muskingum Cunge Channel Flow Routing Method For Drainage Networks written by Jürgen Garbrecht and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1991 with Channels (Hydraulic engineering) categories.

Development Calibration And Application Of Runoff Forecasting Models For The Allegheny River Basin

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Author : William J. Charley
language : en
Publisher:
Release Date : 1988

Development Calibration And Application Of Runoff Forecasting Models For The Allegheny River Basin written by William J. Charley and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1988 with Hydrological forecasting categories.

Hec 1 And Hec 2 Applications On The Microcomputer

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Author : Harry W. Dotson
language : en
Publisher:
Release Date : 1987

Hec 1 And Hec 2 Applications On The Microcomputer written by Harry W. Dotson and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1987 with HEC-1 (Computer program) categories.

New Developments In Hec Programs For Flood Control

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Author : Vernon R. Bonner
language : en
Publisher:
Release Date : 1986

New Developments In Hec Programs For Flood Control written by Vernon R. Bonner and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1986 with Channels (Hydraulic engineering) categories.

Prediction Of The Effects Of A Flood Control Project On A Meandering Stream

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Author : D. Michael Gee
language : en
Publisher:
Release Date : 1984

Prediction Of The Effects Of A Flood Control Project On A Meandering Stream written by D. Michael Gee and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1984 with Arkansas River categories.

The Arkansas River between Pueblo, Colorado, and John Martin Dam, a distance of about 125 river miles, is an alluvial, sand-bed river. It meanders between bluffs in a flood plain about one mile in width. During geologic time the downstream (eastern) portion of this reach has been migrating southward due to heavy sediment loads from northern tributaries. A local flood control project is being planned for the town of La Junta, which is in the downstream one-third of this reach. A study was undertaken to evaluate the future performance of various flood control alternatives with regard to channel stability, sediment movement, and project maintenance. The alternatives considered were various channel and levee configurations. Evaluations were based on both long-term (100-year period) and short-term (single flood event) hydrologic scenarios. The primary tool used in this study was the movable boundary mathematical model HEC-6 entitled 'Scour and Deposition in Rivers and Reservoirs.' The hydrologic and sediment regimes of the study reach are complex due to four tributaries and eleven major irrigation diversions. This paper describes development of representative data for the long-term analysis, operation of the model, calibration and simulation strategies employed, interpretation of model results, and computational aspects of this application.