Author: Robert D. CarlPublisher:
ISBN:
Category : Flood control
Languages : en
Pages : 36
Book Description
An Integrated Software Package for Flood Damage Analysis
Author: Robert D. CarlPublisher:
ISBN:
Category : Flood control
Languages : en
Pages : 36
Book Description
Issues for Applications Developers
Author: Darryl W. DavisPublisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 16
Book Description
Predicting Deposition Patterns in Small Basins
Author: D. Michael GeePublisher:
ISBN:
Category : Sediment transport
Languages : en
Pages : 16
Book Description
Hydrologic Aspects of Flood Warning-preparednness Programs
Author: Harry W. DotsonPublisher:
ISBN:
Category : Flood damage prevention
Languages : en
Pages : 16
Book Description
Technical Reports Awareness Circular : TRAC.
Author: Publisher:
ISBN:
Category : Science
Languages : en
Pages : 594
Book Description
Selected Water Resources Abstracts
Author: Publisher:
ISBN:
Category : Hydrology
Languages : en
Pages : 812
Book Description
A Muskingum-Cunge Channel Flow Routing Method for Drainage Networks
Author: Jürgen GarbrechtPublisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 40
Book Description
Twenty-five Years of Developing, Distributing, and Supporting Hydrologic Engineering Computer Programs
Author: Darryl W. DavisPublisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 16
Book Description
Floodplain-management Plan Enumeration
Author: David T. FordPublisher:
ISBN:
Category : Floodplain management
Languages : en
Pages : 22
Book Description
Two-dimensional Floodplain Modeling
Author: D. Michael GeePublisher:
ISBN:
Category : Floodplain management
Languages : en
Pages : 14
Book Description
A two-dimensional horizontal finite element numerical model (RMA-2) was applied to a 15 mile (24 km) river channel-floodplain reach in West Germany. Previous applications of such models have been restricted to much smaller scales. The results indicate that finite element schemes may successfully estimate river stage in large scale floodplain applications. Computed stage hydrographs compared well with observed data using loss coefficients within expected ranges. Two-dimensional flow models have been applied to certain classes of river channel problems. Applications have included detailed analyses of flow patterns near structures such as bridges and floodplains. In all these problems the scale of interest has been small, e.g. reaches of river a few river widths long. Many estuary studies have been done that were of large scale; some of these utilized a hybrid (numerical plus physical) modeling technique. In a review of the application of finite element methods to river channels, Samuels reported that the river channel was resolved separately from the floodplain in only two studies. Missing in previous work is attention to large scale floodplain modeling. The work reported in this paper focuses on the feasibility and accuracy of applying a two-dimensional flow model to a large floodplain. Traditional floodplain studies have used semi-empirical flow routing with steady, one-dimensional computation of water surface elevations to define inundated areas. Keywords: Army Corps of Engines. (kr).
