Flood Routing Through a Flat, Complex Flood Plain Using a One-dimensional Unsteady Flow Computer Program PDF Download
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Author: John Charles Peters
Publisher:
ISBN:
Category : Flood routing
Languages : en
Pages : 20
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Author: John Charles Peters
Publisher:
ISBN:
Category : Flood routing
Languages : en
Pages : 20
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Author: Richard J. Hayes
Publisher:
ISBN:
Category : HEC-5 (Computer program)
Languages : en
Pages : 20
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Author:
Publisher:
ISBN:
Category : Hydrology
Languages : en
Pages : 690
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Book Description
Author: Paul B. Ely
Publisher:
ISBN:
Category : Flood forecasting
Languages : en
Pages : 18
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Author:
Publisher:
ISBN:
Category : HEC-5 (Computer program)
Languages : en
Pages : 846
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Book Description
Author: Vernon R. Bonner
Publisher:
ISBN:
Category : Employees
Languages : en
Pages : 32
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Author: D. Michael Gee
Publisher:
ISBN:
Category : Arkansas River
Languages : en
Pages : 24
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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.
Author: Gary W. Brunner
Publisher:
ISBN:
Category : HEC-1 (Computer program)
Languages : en
Pages : 32
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Author: D. Michael Gee
Publisher:
ISBN:
Category : Calibration
Languages : en
Pages : 32
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Author: Michael W. Burnham
Publisher:
ISBN:
Category : Flood damage prevention
Languages : en
Pages : 28
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