TECHNICAL NOTES
Sep 1, 1998
Discharge Equation for Rectangular Slots
Publication: Journal of Hydraulic Engineering
Volume 124, Issue 9
Abstract
Flow through gate openings has been the subject of study by many investigators. Gates are often located on raised crests, as in the case of spillways. In such a situation, the flow is expected to behave similarly to flow through rectangular slots. As flow through a rectangular slot is a particular case of flow through a large orifice, any understanding of it will help in its generalization. Furthermore, because the flow through a slot is intermediate to that of a sluice gate and a rectangular sharp-crested weir, it can be used as a basis of unification. In the present study a discharge equation for flow through rectangular slots has been obtained. In special cases this equation converts to the discharge equations of a sluice gate and a rectangular sharp-crested weir.
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References
1.
Gupta, R. S. (1989). Hydrology and hydraulic systems. Prentice-Hall, Inc., Englewood Cliffs, N.J.
2.
Swamee, P. K.(1988). “Generalized rectangular weir equations.”J. Hydr. Engrg., ASCE, 114(8), 945–949.
3.
Swamee, P. K.(1992). “Sluice gate discharge equations.”J. Irrig. and Drain. Engrg., ASCE, 118(1), 56–60.
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Copyright © 1998 American Society of Civil Engineers.
History
Published online: Sep 1, 1998
Published in print: Sep 1998
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Authors
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Prabhata K. Swamee
Prof. of Civ. Engrg., Univ. of Roorkee, Roorkee 247 667, India.
Chandra Shekhar P. Ojha
Asst. Prof., Dept. of Civ. Engrg., Univ of Roorkee, Roorkee 247 667, India.
Sudhir Kumar
Grad. Student, Dept. of Civ. Engrg., Univ of Roorkee, Roorkee 247 667, India.
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