TECHNICAL PAPERS
May 1, 2000

Stilling Basins for Pipe Outlets Using Wedge-Shaped Splitter Block

Publication: Journal of Irrigation and Drainage Engineering
Volume 126, Issue 3

Abstract

A series of experimental runs on the performance of stilling basin models with different configurations in terms of shape, size, and location of appurtenances was carried out to develop an efficient and economical stilling basin for circular pipe outlets. Test results from the experimental studies conducted on the outlets of 7.5- and 10-cm diameter, with inflow Froude number ranging from 1.70 to 5.50, are reported. A performance criteria obtained from scour parameters are described to compare the performances of the different basin models tested with the same erodible bed and a constant run time. A wedge-shaped splitter block was found to be very effective in spreading the jet of water over the width of the stilling basin within a shorter length, and resulting in a better energy dissipation. A set of experiments was also carried out to obtain the suitable size and the location of the wedge-shaped splitter block. The new stilling basin model with a wedge-shaped splitter block along with an impact wall, an intermediate sill, and a rounded end sill compares well in terms of performance with the USBR impact type VI stilling basin and is 25% shorter in length.

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References

1.
Bradley, J. N., and Peterka, A. J. (1957). “Hydraulic design of stilling basins.”J. Hydr. Div., ASCE, 83(5), 1–15.
2.
Flammer, G. H., Skogerboe, G. V., Wei, C. Y., and Rasheed, H. (1970). “Closed conduit to open channel stilling basins.”J. Irrig. and Drain. Div., ASCE, 96(1), 1–10.
3.
Garde, R. J., and Saraf, P. D. (1986). “Evolution of design of energy dissipator for pipe outlets.” J. Irrig. and Power, India, 41(3), 145–154.
4.
Keim, S. R. (1962). “Contra Costa energy dissipator.”J. Hydr. Div., ASCE, 88(2), 109–122.
5.
Pillai, N. N. ( 1963). “Studies on the development of economical hydraulic jump type of stilling basins.” PhD thesis, Indian Institute of Technology, Kharagpur, India.
6.
Pillai, N. N., and Goel A. (1994). “Stilling basins for low Froude number using wedge shaped blocks.” Proc., 9th Congr. of Asian and Pacific Div. of IAHR, 176–181.
7.
Pillai, N. N., and Jayaraman, V. V. ( 1967). “Cavitation on baffle piers in stilling basins.” Symp. on High Velocity Flow, Indian Institute of Science, Bangalore, India.
8.
Pillai, N. N., and Unny T. E. (1964). “Shapes of appurtenances in stilling basins.”J. Hydr. Div., ASCE, 90(3), 1–21.
9.
Pillai, N. N., Goel, A., and Dubey, A. K. (1989). “Hydraulic jump type stilling basin for low Froude numbers.”J. Hydr. Engrg., ASCE, 115(7), 989–994.
10.
Smith, C. D. (1988). “Outlet structure design for conduits and tunnels.”J. Wtrwy., Port, Coast. and Oc. Engrg., ASCE, 114(4), 503–513.
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Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 126Issue 3May 2000
Pages: 179 - 184

History

Received: Jul 26, 1999
Published online: May 1, 2000
Published in print: May 2000

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Authors

Affiliations

Prof., Civ. Engrg. Dept., Regional Engrg. Coll., Kurukshetra, 136119 Haryana, India. E-mail: [email protected]
Sr. Lect., Civ. Engrg. Dept., Regional Engrg. Coll., Kurukshetra, 136119 Haryana, India.

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