TECHNICAL NOTES
Sep 1, 1998

Generalized Culvert Design Diagram

Publication: Journal of Irrigation and Drainage Engineering
Volume 124, Issue 5

Abstract

The features of culvert flow in a basic arrangement are highlighted. Four fundamental flow types may be identified, namely critical flow, uniform flow, gated flow, and pressurized flow. A generalized design diagram is presented for the circular barrel that gives the possible transitions between various flow types. Further, the lengths of free surface flows with a central pressurized flow portion are determined as a function of the pipe Froude number. Photographs of model tests illustrate the complex flow patterns that may occur even in a simple culvert arrangement. Of particular relevance are choking conditions and features of two-phase flow in a culvert. The effects of friction coefficient, bottom slope, relative pipe length, and upstream head are detailed for free culvert outlet conditions.

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References

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Blaisdell, F. W.(1960). “Hood inlet for closed conduit spillways.”J. Hydr. Div., ASCE, 86(5), 7–31.
2.
Bodhaine, G. L. (1982). Measurement of peak discharge at culverts by indirect methods, Section A3, Book 3. U.S. Geological Survey, Government Printing Office, Washington, D.C.
3.
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4.
Dasika, B.(1995). “New approach to design of culverts.”J. Irrig. and Drain. Engrg., ASCE, 121(3), 261–264.
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Hager, W. H. (1995). Abwasserhydraulik. Springer-Verlag, Berlin, Germany (in German).
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Li, W.-H., and Patterson, C. C. (1956). “Free outlet and self-priming action of culverts.”J. Hydr. Div., ASCE, 82(3), Paper No. 1009, 1–22.
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Metzler, D. E., and Rouse, H. (1959). “Hydraulics of box culverts.”Studies in engineering Bulletin 38, Iowa State University, Ames, Iowa.
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Montes, J. S.(1997). “Discussion of `New approach to design of culverts,' by B. Dasika.”J. Irrig. and Drain. Engrg., ASCE, 123(1), 71–72.
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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 124Issue 5September 1998
Pages: 271 - 274

History

Published online: Sep 1, 1998
Published in print: Sep 1998

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Authors

Affiliations

Willi H. Hager, Fellow, ASCE,
Sr. Res. Engr., VAW, ETH-Zentrum, CH-8092 Zurich, Switzerland.
Giuseppe Del Giudice
Postdoctoral Engr., Istituto di Idraulica, Università di Napoli Federico II, Via Claudio 21, I-80125 Naples, Italy.

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