DISCUSSIONS AND CLOSURES
Feb 1, 2000
Limitations and Proper Use of the Hazen-Williams Equation
Publication: Journal of Hydraulic Engineering
Volume 126, Issue 2
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References
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.
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Published online: Feb 1, 2000
Published in print: Feb 2000
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B. A. Christensen
Member, ASCE
Frederick A. Locher
Prabhata K. Swamee
Prof. Emeritus, Univ. of Florida, 10826 NW 15th Place, Gainesville, FL 32606-5455.
Chf. Hydr. Engr., Bechtel Corp., P.O. Box 193965, San Francisco, CA 94119-3965.
Prof. of Civ. Engrg., Univ. of Roorkee, Roorkee 247 667, India.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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