TECHNICAL PAPERS
Mar 1, 1986

Velocity Distribution Coefficients for Grass‐Lined Channels

Publication: Journal of Hydraulic Engineering
Volume 112, Issue 3

Abstract

Relations are developed for use in estimating the momentum and energy coefficients of flow over submerged grass channel linings. The proposed relations have their basis in Prandtl's mixing length approach to momentum transfer but are reduced by curve fitting to a form suitable for direct computer solution. The independent variables are those routinely calculated in grass‐lined open channel design.

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, NY, 1959, 680 pp.
2.
Kosorin, K., “Turbulent Shear Stress and Velocity Distribution in Vegetated Zone of Open Channel,” Proceedings of the 20th International Association of Hydraulic Research Congress, 1983, pp. 572–579.
3.
McCool, D. K., “Effect of Vegetal Length and Spatially Varied Flow on Velocity Distribution Coefficients,” Transactions, American Society of Agricultural Engineers, Vol. 13, No. 5, 1970, pp. 603–607.
4.
Patronsky, R. J., and Temple, D. M., “Design of Grassed Waterways Using Soils Data,” presented at the 1983 Summer Meeting, American Society of Agricultural Engineers, held in Bozeman, MT (Paper No. 83‐2138).
5.
Petryk, S., and Bosmajian, G., III, “Analysis of Flow Through Vegetation,” Journal of the Hydraulics Division, ASCE, Vol. 101, No. HY7, July, 1975, pp. 871–884.
6.
Ree, W. O., “Hydraulic Characteristics of Vegetation for Vegetated Waterways,” Agricultural Engineering, Vol. 30, Apr., 1949, pp. 184–187, 189.
7.
Schlicting, H., Boundary‐Layer Theory, 6th ed., translated by J. Kestin, McGraw‐Hill Book Co., New York, N.Y., 1968, 748 pp.
8.
Temple, D. M., “Flow Retardance of Submerged Grass Channel Linings,” Transactions, American Society of Agricultural Engineers, Vol. 25, No. 5, 1982, pp. 1300–1303.
9.
Temple, D. M., “Design of Grass‐Lined Open Channels,” Transactions, American Society of Agricultural Engineers, Vol. 26, No. 4, 1983, pp. 1064–1069.
10.
USDA, Soil Conservation Service, “Handbook of Channel Design for Soil and Water Conservation,” SCS‐TP‐61, 1947, Revised 1954, 34 pp.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 112Issue 3March 1986
Pages: 193 - 205

History

Published online: Mar 1, 1986
Published in print: Mar 1986

Permissions

Request permissions for this article.

Authors

Affiliations

Darrel M. Temple, M. ASCE
Research Hydr. Engr., Agricultural Research Service, USDA, P.O. Box 1029, Stillwater, OK 74076

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