Limitations and Proper Use of the Hazen-Williams Equation-Reference-Cited by-同舟云学术

Limitations and Proper Use of the Hazen-Williams Equation

Published:2000-02 Issue:2 Volume:126 Page:167-170
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Christensen B. A.¹,Locher Frederick A.,Swamee Prabhata K.²³⁴

Affiliation:

1. Member, ASCE

2. Prof. Emeritus, Univ. of Florida, 10826 NW 15th Place, Gainesville, FL 32606-5455.

3. Chf. Hydr. Engr., Bechtel Corp., P.O. Box 193965, San Francisco, CA 94119-3965.

4. Prof. of Civ. Engrg., Univ. of Roorkee, Roorkee 247 667, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282000%29126%3A2%28167%29

Reference4 articles.

1. Diskin M. H. (1960). “The limits of applicability of the Hazen Williams formula.” La Houille Blanche Grenoble France No. 6(Nov.) 720–723.

2. 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.

3. Design of a Submarine Oil Pipeline

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