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.

Get full access to this article

View all available purchase options and get full access to this article.

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.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 111Issue 3March 1985
Pages: 381 - 397

History

Published online: Mar 1, 1985
Published in print: Mar 1985

Permissions

Request permissions for this article.

Authors

Affiliations

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.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share