Limitations and proper use of the hazen-williams equation

Journal of Hydraulic Engineering

Volumn 126, Issue 2, 2000, Pages 158-170

  Christensen, B A ^a   Locher, Frederick A ^b   Swamee, Prabhata K ^c  

^a UNIVERSITY OF FLORIDA   (United States)

^b BECHTEL CORPORATION   (United States)

^c INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001790598     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2000)126:2(167)     Document Type: Article

References (4)

1. Schlichting, H. (1955). Boundary layer theory. Pergamon, New York, 41-421.
2. Diskin, M. H. (1960). “The limits of applicability of the Hazen Williams formula.” La Houille Blanche, Grenoble, France, No. 6(Nov.), 720-723.
3. Rouse, H. (1942). “Evaluation of boundary roughness.” Proc., 2nd Hydr. Conf., Univ. of Iowa Studies in Engrg. Bull. 27, Univ. of Iowa Publ. 1943, J. W. Howe and H. Rouse, eds., 105-116.
4. Swamee, P. K. (1993). “Design of a submarine oil pipline.” J. Transp. Engrg., ASCE, 119(1), 159-170.