Two-Dimensional Flood Plain Flow. I: Model Description
Author:
Affiliation:
1. Consulting Engr., P.O. Box 28, CH-6431 Schwyz, Switzerland. E-mail: cbeffa@fluvial.ch
2. Consulting Engr., 175 Centaurus Rd., Christchurch 8002, NZ. E-mail: robconnell@chfm.co.nz
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0699%282001%296%3A5%28397%29
Reference36 articles.
1. Abbott M. B. ( 1979). Computational hydraulics: elements of the theory of free surface flows Pitman London.
2. Alcrudo F. and Garcia-Navarro P. ( 1993). “A high-resolution Godunov-type scheme in finite volumes for the 2d shallow-water equations.” Int. J. Numer. Methods in Fluids 16 489–505.
3. Model for Flood Propagation on Initially Dry Land
4. Beam R. M. and Warming R. F. ( 1976). “An implicit finite-difference algorithm for hyperbolic systems in conservation-law form.” J. Comp. Phys. 22 87–110.
5. Beffa C. ( 1994). “Praktische Lösung der tiefengemittelten Flachwassergleichungen.” Communication 133 Lab. of Hydr. ETH Zürich Zurich.
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