Lower Hudson River Basin Hydrologic Flood Routing Model
Author | : Thomas S. George |
Publisher | : |
Total Pages | : 486 |
Release | : 1977 |
Genre | : Flood routing |
ISBN | : |
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Author | : Thomas S. George |
Publisher | : |
Total Pages | : 486 |
Release | : 1977 |
Genre | : Flood routing |
ISBN | : |
Author | : L. Robert Kimball (Firm) |
Publisher | : |
Total Pages | : 196 |
Release | : 1978 |
Genre | : Croton Falls Dam (N.Y.) |
ISBN | : |
Author | : Faye Ellen Hicks |
Publisher | : |
Total Pages | : 182 |
Release | : 1996 |
Genre | : Nature |
ISBN | : |
Describes a hydraulic flood routing model developed to accurately model the open water river discharge on the Peace and Slave rivers. The model is capable of modelling the discharge at sites where no discharge data exist. The document includes description of the development of the database for the model, including the geometric database (channel distances, surface slopes, bed profiles, channel widths and resistances) and the hydrologic data. The appendix includes a user manual for the user-friendly microcomputer program that has been set up to run historical flows (1961-93) and to simulate naturalised flows on the Peace River (1969-91).
Author | : Arthur G. Cudworth |
Publisher | : |
Total Pages | : 266 |
Release | : 1989 |
Genre | : Diversion structures (Hydraulic engineering) |
ISBN | : |
Author | : Arlen D. Feldman |
Publisher | : |
Total Pages | : 40 |
Release | : 1981 |
Genre | : Flood control |
ISBN | : |
This paper describes the new version of the HEC-1 Flood Hydrograph Package - a comprehensive simulation model computer program. The many hydrologic and hydraulic simulation capabilities of the model are described. Special emphasis is given to analysis of dam safety and dam failure flood damage studies, and urban hydrology. The general applicability and usage of the model are described. (Author).
Author | : Faye Ellen Hicks |
Publisher | : |
Total Pages | : 42 |
Release | : 1996 |
Genre | : Technology & Engineering |
ISBN | : |
Describes a hydraulic flood routing model developed to accurately model the open water river discharge of moderate floods. The model is capable of modelling the open water discharge at intermediate sites along the Peace River where no discharge data exist. The final geometric model consists of over 1,100 computational nodes describing channel width, effective bed elevation, and channel roughness. The hydraulic flood routing model used was the cdg-1D finite element model developed at the University of Alberta. The model provides for a solution of the fully dynamic, one-dimensional open channel flow equations. In its first stage, the model covers the Peace River from Hudson's Hope to Peace Point; subsequent work will focus on extending the model to the Slave River delta and collecting additional cross- section data on the Peace River.
Author | : United States. Federal Insurance Administration |
Publisher | : |
Total Pages | : 52 |
Release | : 1978 |
Genre | : Flood forecasting |
ISBN | : |
Author | : Gregory L. Lindstadt |
Publisher | : |
Total Pages | : 134 |
Release | : 1986 |
Genre | : Flood forecasting |
ISBN | : |