TECHNICAL NOTES
Jul 1, 1997

Spatially Varied Flow over an Embankment Side Weir

Publication: Journal of Irrigation and Drainage Engineering
Volume 123, Issue 4

Abstract

Overtopping of embankments during floods leads to a spatially varied flow (SVF). In order to estimate the water surface profiles and the amount of water spilling over the embankment for a given steady-state flow condition, a mathematical model for SVF over a broad-crested weir is formulated. The mathematical model is tested for accuracy using laboratory experiments. The computed water surface profiles and the discharge estimates are within 3 and 10%, respectively, of the experimentally observed values.

Get full access to this article

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

References

1.
Balmforth, D. J., and Sarginson, E. J.(1977). “Discussion of `Experimental investigation of flow over side weirs' by Ahmed El-Khashab and K. V. H. Smith.”J. Hydr. Div., ASCE, 103(8), 941–943.
2.
Balmforth, D. J., and Sarginson, E. J. (1983). “An experimental investigation of the discharge capacity of side weirs.”Proc., Int. Conf. on Hydr. Aspects of Floods and Flood Control, 171–180.
3.
Cheong, H. F.(1991). “Discharge coefficient of lateral diversion from trapezoidal channel.”J. Irrig. and Drain. Engrg., ASCE, 117(4), 461–475.
4.
Chow, V. T. (1959). Open channel hydraulics. McGraw-Hill Inc., New York, N.Y.
5.
Das, A. (1987). “A study on spatially varied flow over broad crested side weirs,” MS thesis, Indian Inst. of Technol., Madras, India.
6.
De Marchi, G. (1934). “Saggio di teoria de funzionamente degli stramazzi laterali.”L'Energia Elettrica, Rome, Italy, 11, 849–860 (in Italian).
7.
El-Khashab, A., and Smith, K. V. H.(1976). “Experimental investigation of flow over side weirs.”J. Hydr. Div., ASCE, 102(9), 1255–1268.
8.
Frazer, W.(1957). “The behaviour of side weirs in prismatic rectangular channels.”Proc., Instn. of Civ. Engrg., London, U.K., 6, 305–327.
9.
Hager, W. H.(1987). “Discussion of `Flow over side weir in circular channels' by A. Uyumaz and Y. Muslu.”J. Hydr. Engrg., ASCE, 113(5), 685–688.
10.
Henderson, F. M. (1966). Open channel flow. Macmillan Inc., New York, N.Y.
11.
Kumar, C. P., and Pathak, S. K.(1987). “Triangular side weirs.”J. Irrig. and Drain. Engrg., ASCE, 113(1), 98–105.
12.
Ranga Raju, K. G., Prasad, B., and Gupta, S. K.(1979). “Side weir in rectangular channel.”J. Hydr. Engrg., ASCE, 105(5), 547–554.
13.
Singh, R., Manivannan, D., and Satyanarayana, T.(1994). “Discharge coefficient of rectangular side weirs.”J. Irrig. and Drain. Engrg., ASCE, 120(4), 814–819.
14.
Smith, K. V. H.(1973). “Computer programming for flow over side weirs.”J. Hydr. Div., ASCE, 99(3), 495–508.
15.
Subramanya, K., and Awasthy, S. C.(1972). “Spatially varied flow over side weirs.” J. Hydr. Div., ASCE, 98(1), 1–10.
16.
Swamee, P. K., Pathak, S. K., and Ali, S. M.(1994). “Side-weir analysis using elementary discharge coefficient.”J. Irrig. and Drain. Engrg., ASCE, 120(4), 742–755.
17.
Uyumaz, A., and Muslu, Y.(1985). “Flow over side weirs in circular channels.”J. Hydr. Engrg., ASCE, 111(1), 144–160.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 123Issue 4July 1997
Pages: 314 - 317

History

Published online: Jul 1, 1997
Published in print: Jul 1997

Permissions

Request permissions for this article.

Authors

Affiliations

Amlan Das
Sr. Lect., Dept. of Civ. Engrg., Regional Engrg. Coll., Durgapur 713 209, West Bengal, India.

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