Author: John Charles PetersPublisher:
ISBN:
Category : Flood routing
Languages : en
Pages : 20
Book Description
Flood Routing Through a Flat, Complex Flood Plain Using a One-dimensional Unsteady Flow Computer Program
Author: John Charles PetersPublisher:
ISBN:
Category : Flood routing
Languages : en
Pages : 20
Book Description
Use of Computer Program HEC-5 for Water Supply Analysis
Author: Richard J. HayesPublisher:
ISBN:
Category : HEC-5 (Computer program)
Languages : en
Pages : 20
Book Description
Selected Water Resources Abstracts
Author: Probable Maximum Flood Estimation--eastern United States
Author: Paul B. ElyPublisher:
ISBN:
Category : Flood forecasting
Languages : en
Pages : 18
Book Description
Reservoir System Analysis
Author: Publisher:
ISBN:
Category : HEC-5 (Computer program)
Languages : en
Pages : 846
Book Description
Evolution in Computer Programs Causes Evolution in Training Needs
Author: Vernon R. BonnerPublisher:
ISBN:
Category : Employees
Languages : en
Pages : 32
Book Description
Prediction of the Effects of a Flood Control Project on a Meandering Stream
Author: D. Michael GeePublisher:
ISBN:
Category : Arkansas River
Languages : en
Pages : 24
Book Description
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.
The Hydrologic Engineering Center's Activities in Watershed Modeling
Author: Gary W. BrunnerPublisher:
ISBN:
Category : HEC-1 (Computer program)
Languages : en
Pages : 32
Book Description
Role of Calibration in the Application of HEC-6
Author: D. Michael GeePublisher:
ISBN:
Category : Calibration
Languages : en
Pages : 32
Book Description
Engineering and Economic Considerations in Formulating Nonstructural Plans
Author: Michael W. BurnhamPublisher:
ISBN:
Category : Flood damage prevention
Languages : en
Pages : 28
Book Description