TECHNICAL PAPERS
Mar 1, 1985
Generalized Water Surface Profile Computations
Publication: Journal of Hydraulic Engineering
Volume 111, Issue 3
Abstract
A computer model based on both the energy and momentum equations is developed. This generalized model can be used for the computation of water surface profiles through hydraulic jumps. It also allows computation of water surface profiles regardless of whether the bed slope is steep, mild, horizontal, adverse or a combination of these. The control section can be a lake, weir, gate or a natural river section. The Manning, Chezy or Darcy‐Weisbach equations, can be used for head loss computation. A detailed description of methods used and a step‐by‐step computation procedure is given. Examples are used to demonstrate the applications of this generalized model for water surface profile computations.
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References
1.
Chow, V. T., Open‐Channel Hydraulics, McGraw‐Hill Book Co., New York, N.Y., 1959.
2.
Henderson, F. M., Open‐Channel Flow, Macmillan Co., New York, N.Y., Chap. 5, 1966.
3.
U.S. Army Corps of Engineers, Hydrologic Engrg. Center, “HEC‐2, Water Surface Profiles,” Users Manual, Nov., 1976.
4.
U.S. Bureau of Reclamation, Sedimentation Section, Hydrology Branch, “Guide for Application of Water Surface Profile Computer Program,” Dec., 1968, Denver, Colo.
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Copyright © 1985 ASCE.
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Published online: Mar 1, 1985
Published in print: Mar 1985
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Authors
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Albert Molinas, A. M. ASCE
Asst. Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, Colo.
Chih Ted Yang, M. ASCE
Civ. Engr., U.S. Dept. of the Interior, Bureau of Reclamation, Engrg. and Research Center, Denver, Colo.
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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.