TECHNICAL NOTES
May 1, 1997

Effectivity of Multiple Sheet Piles in Weir Design

Publication: Journal of Irrigation and Drainage Engineering
Volume 123, Issue 3

Abstract

As a protection measure against scour and undermining, sheet piles are provided at the upstream and the downstream ends of a weir. One or two rows of intermediate sheet piles are also provided to reduce the uplift pressures on the downstream floor. Due to the complexities of analysis, it is not known whether the provision of intermediate sheet piles is economical. This paper investigates the effectivity of multiple sheet piles as a means of reducing the floor thickness and, eventually, the cost.

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References

1.
Harr, M. E. (1962). Groundwater and seepage. McGraw-Hill Book Co., Inc., New York, N.Y.
2.
Khosla, A. N., Bose, N. K., and Taylor, E. M. (1954). Design of weirs on permeable foundations. Central Board of Irrig. and Power, New Delhi, India.
3.
Salem, A. A. S. (1995). “Design of weir on permeable foundation,” PhD thesis, Univ. of Roorkee, Roorkee, India.
4.
Sowers, G. F., and Sally, H. L. (1960). Earth and rockfill dam engineering, Asia Publishing House, New York, N.Y.
5.
Swamee, P. K., Mishra, G. C., and Salem, A. A. S.(1996). “Optimal design of sloping weir.”J. Irrig. and Drain. Engrg., ASCE, 122(4), 248–255.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 123Issue 3May 1997
Pages: 218 - 221

History

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

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Authors

Affiliations

Prabhata K. Swamee
Prof., Dept. of Civ. Engrg., Univ. of Roorkee, Roorkee 247 667, India.
Govinda C. Mishra
Sci., Nat. Inst. of Hydrol., Roorkee 247 667, India.
Adel A. S. Salem
Lect., Irrig. and Hydr. Dept., Facu. of Engrg., Alexandria Univ., Alexandria, Egypt.

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