Explicit design of commercial pipes with secondary losses-Reference-Cited by-同舟云学术

Explicit design of commercial pipes with secondary losses

Published:2010-04 Issue:1 Volume:4 Page:37-45
ISSN:1570-6443
Container-title:Journal of Hydro-environment Research
language:en
Short-container-title:Journal of Hydro-environment Research

Author:

Yoo D.H.,Singh Vijay P.

Publisher

Elsevier BV

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Environmental Chemistry,Civil and Structural Engineering,Environmental Engineering

Reference18 articles.

1. Resistance of fluids flowing in channels and pipes;Ackers,1958

2. Transformation of Moody diagram;Asthana;J. Hydraul. Div.,1974

3. Application of similitude to the correlation of uniform flow data;Barr;Proc. Inst. Civ. Eng.,1967

4. Two additional methods of direct solution of the Colebrook–White function;Barr;Proc. Inst. Civ. Eng. Part 2,1975

5. Systematic explicit solution of the Prandtl and Colebrook–White equations for pipe flow;Chen;Proc. Inst. Civ. Eng. Part 2,1985

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