TECHNICAL PAPERS
Jul 1, 1994

Side‐Weir Analysis Using Elementary Discharge Coefficient

Publication: Journal of Irrigation and Drainage Engineering
Volume 120, Issue 4

Abstract

A side weir is a flow diversion device, which is widely used in irrigation as a head regulator of distributaries and escapes. This paper presents a concept for an elementary discharge coefficient that is related to the discharge flowing through an elementary strip along the side‐weir length. Generalized equations for an elementary discharge coefficient for rectangular and triangular side weirs have been proposed. Experimental results show the accuracy of the proposed equations.

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References

1.
Ackers, P. (1957). “A theoretical consideration of side weirs as storm water flows.” Proc., Inst. of Civ. Engrs., Institute of Civil Engineers, London, England, 6, 250–269.
2.
Collings, V. K. (1957). “Discharge capacity of side weirs.” Proc., Inst. of Civ. Engrs., Vol. 6, London, England, 288–304.
3.
El‐Khashab, A., and Smith, K. V. H. (1976). “Experimental investigation of flow over side weirs.” J. Hydr. Engrg., ASCE, 102(9), 1255–1268.
4.
Frazer, W. (1957). “The behavior of side weirs in prismatic rectangular channels.” Proc., Inst. of Civ. Engrs., Vol. 6, London, England, 305–327.
5.
Helweg, O. J. (1991). Microcomputer applications in water resources, Prentice‐Hall, Englewood Cliffs, N.J.
6.
Henderson, F. M. (1966). Open channel flow. Macmillan, New York, N.Y.
7.
Kumar, C. P. (1985). “Flow characteristics of triangular side weirs,” ME thesis, University of Roorkee, Roorkee, India.
8.
Kumar, C. P., and Pathak, S. K. (1987). “Triangular side weirs.” J. Irrig. and Drain. Engrg., ASCE, 113(1), 98–105.
9.
Prasad, B. (1976). “Study of side weir with broad crest.” ME thesis, University of Roorkee, Roorkee, India.
10.
Ramamurthy, A. S., and Carballada, L. (1980). “Lateral weir flow model.” J. Irrig. and Drain. Engrg., ASCE, 106(3), 9–25.
11.
Ranga Raju, K. G., and Asawa, G. L. (1977). “Viscosity and surface tension effects on weir flow.” J. Hydr. Engrg., ASCE, 103(10), 1227–1231.
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.
Subramanya, K., and Awasthy, S. C. (1972). “Spatially varied flow over side weirs.” J. Hydr. Engrg., ASCE, 98(1), 1–10.
14.
Swamee, P. K. (1988). “Generalized rectangular weir equations.” J. Hydr. Engrg., ASCE, 114(8), 945–949.
15.
Uyumaz, A., and Musulu, Y. (1985). “Flow over side weirs in circular channels.” J. Hydr. Engrg., ASCE, 111(1), 144–160.
16.
Uyumaz, A., and Smith, R. H. (1991). “Design procedure for flow over side weirs.” J. Irrig. and Drain. Engrg., ASCE, 117(1), 79–90.

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Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 120Issue 4July 1994
Pages: 742 - 755

History

Received: Feb 1, 1993
Published online: Jul 1, 1994
Published in print: Jul 1994

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Authors

Affiliations

Prabhata K. Swamee
Prof. of Civ. Engrg., Univ. of Roorkee, Roorkee‐247667, India
Santosh K. Pathak
Prof. of Civ. Engrg., Univ. of Roorkee, Roorkee‐247667, India
Masoud S. Ali
Res. Fellow, Civ. Engrg. Dept., Univ. of Roorkee, Roorkee‐247667, India

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