Explicit Power Formula for the Darcy–Weisbach Pipe Flow Equation: Application in Optimal Pipeline Design-Reference-Cited by-同舟云学术

Explicit Power Formula for the Darcy–Weisbach Pipe Flow Equation: Application in Optimal Pipeline Design

Published:2008-08 Issue:4 Volume:134 Page:454-461
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Valiantzas John D.¹

Affiliation:

1. Professor, Division of Water Resources Management, Dept. of Natural Resources and Agricultural Engineering, Agricultural Univ. of Athens, 75 Iera Odos, 11855 Athens, Greece. E-mail: lhyd2vay@aua.gr

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9437%282008%29134%3A4%28454%29

Reference25 articles.

1. Experimental Study on Flow-Resistance Law for Small-Diameter Plastic Pipes

2. TECHNICAL NOTE. NEW FORMS OF EQUATIONS FOR THE CORRELATION OF PIPE RESISTANCE DATA.

3. Hydraulic Design of Large-Diameter Pipes

4. Heuristic Design of Sewer Networks

5. Limitations and Proper Use of the Hazen-Williams Equation

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