Generalized culvert design diagram

Journal of Irrigation and Drainage Engineering

Volumn 124, Issue 5, 1998, Pages 271-274

  Hager, Willi H ^a,c   Del Giudice, Giuseppe ^b  

^a ETH ZURICH   (Switzerland)

^b UNIVERSITY OF NAPLES FEDERICO II   (Italy)

^c ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

FRICTION COEFFICIENT; FROUDE NUMBER;

FLOW PATTERNS; FRICTION; MATHEMATICAL MODELS; PIPE FLOW; STRUCTURAL DESIGN; TRANSITION FLOW; TWO PHASE FLOW;

CULVERTS;

CULVERT; DESIGN; HYDRAULIC STRUCTURE;

EID: 0032172467     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(1998)124:5(271)     Document Type: Article

References (9)

1. 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. Chow, V. T. (1969). Open channel hydraulics. McGraw-Hill, New York, N.Y.
4. Dasika, B. (1995). "New approach to design of culverts." J. Irrig. and Drain. Engrg., ASCE, 121(3), 261-264.
5. Hager, W. H. (1995). Abwasserhydraulik. Springer-Verlag, Berlin, Germany (in German).
6. 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.
7. Metzler, D. E., and Rouse, H. (1959). "Hydraulics of box culverts." Studies in engineering Bulletin 38, Iowa State University, Ames, Iowa.
8. 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.
9. Smith, C. D., and Oak, A. G. (1995). "Culvert inlet efficiency." Can. J. Civ. Engrg., 22, 611-616.