TECHNICAL PAPERS
Jul 1, 1988

Outlet Structure Design for Conduits and Tunnels

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 114, Issue 4

Abstract

This paper describes the analysis and experimental work leading to the development of design criteria for an outlet structure. The recommended design consists of a transition and stilling basin with straight diverging sidewalls. The rate of sidewall divergence is expressed as a function of the width ratio and Froude number. Design values were determined from model tests carried out for both round and square conduits. Design criteria were based upon observations on the effective position of the hydraulic grade line at the outlet, head losses in the transition, depth and velocity distribution in the transition, stability of the hydraulic jump, downstream velocity distribution and scour tendencies in the discharge channel. A major portion of the paper is devoted to details of the recommended design procedure, including the rationale behind the various recommendations. An example is worked to illustrate the procedure, and the performance data for one of the test models is included.

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References

1.
Arbhabhirma, A., and Abella, U. (1971). “Hydraulic jump within gradually expanding channel.” J. Hydr. Div., ASCE, 97(1), 31–42.
2.
Blench, T. (1957). Regime behavior of canals and rivers. Butterworths Scientific Publications, London.
3.
Koloseus, H. J., and Ahmad, D. (1969). “Circular hydraulic jump.” J. Hydr. Div., ASCE, 95(1), 409–422.
4.
Korolischuk, E. M. (1970). “Square conduit outlet structures.” Thesis presented to the University of Saskatchewan, at Saskatoon, in partial fulfillment of the requirements for the degree of Master of Science.
5.
Li, W. H., and Patterson, C. C. (1956). “Free outlets and self priming action of culverts.” J. Hydr. Div., ASCE, 82(3), 1009–1‐22.
6.
Peturka, A. J. (1964). “Hydraulic design of stilling basins and energy dissipators.” Engineering Monograph No. 25, Bureau of Reclamation, Denver, Colo.
7.
PFRA. (1980). The design and construction of gardiner dam and associated works. Canadian Government Publishing Centre, Supply and Services, Hull, Quebec, Canada.
8.
Rouse, H., Bhoota, B. V., and Hsu, E. Y. (1949). “Design of channel expansions.” Proc., ASCE, Nov., 1369–1385.
9.
Smith, C. D. (1955). “Hydraulic design of an outlet structure for a single culvert.” Engrg. J., Engineering Inst. of Canada, Montreal, Canada, 1–8.
10.
Smith, C. D. (1960). “Model test: Permanent outlet structure for flood control tunnel—South Saskatchewan river project.” Canada Dept. of Agriculture Report, 1–18.
11.
Smith, C. D. (1985). Hydraulic structures. Univ. of Saskatchewan Printing Services, Saskatoon, Canada.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 114Issue 4July 1988
Pages: 503 - 515

History

Published online: Jul 1, 1988
Published in print: Jul 1988

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Authors

Affiliations

Clifford D. Smith, Fellow, ASCE
Prof. of Hydr. Engrg., Dept. of Civ. Engrg., Univ. of Saskatchewan, Saskatoon, Canada S7N 0W0

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