Research Article
Oct 1976
Computer Modeling of Erodible Flood Channels and Deltas
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 102, Issue 10
Abstract
The existing computer program for water-surface computation and delineation of the flood limit has been extended to include the effect of channel deformation during a flood. In the new program, the unsteady flow is approximated by successive temporal steady conditions; the change in channel boundary is corrected at each time step. This computer program has been applied to obtain the progressive changes of the channel boundary and water-surface profile during a flood as a result of erosion and sedimentation. By imposing an additional condition for the delta, another computer program has also been developed to compute the progressive growth of the delta at the river mouth and the variation of the delta stream pattern.
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Published In
Journal of the Hydraulics Division
Volume 102 • Issue 10 • October 1976
Pages: 1461 - 1477
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Oct 1976
Published online: Feb 3, 2021
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Authors
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Howard H. Chang, M.ASCE
Prof. and Chairman, Civ. Engrg. Dept., San Diego State Univ., San Diego, Calif.
Joseph C. Hill, M.ASCE
Prin. Civ. Engr., Dept. of Sanitation and Flood Control, County of San Diego, San Diego, Calif.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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