Boundary Shear in Circular Pipes Running Partially Full-Reference-Cited by-同舟云学术

Boundary Shear in Circular Pipes Running Partially Full

Published:2000-04 Issue:4 Volume:126 Page:263-275
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Knight Donald W.¹²²,Sterling Mark¹²²

Affiliation:

1. Associate Member, ASCE

2. School of Civ. Engrg., Univ. of Birmingham, Edgbaston, Birmingham, B15 2TT, England, U.K.

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%3A4%28263%29

Reference34 articles.

1. Ackers J. C. Butler D. and May R. W. P. (1996). “Design of sewers to control sediment problems.” CIRIA Rep. 141 Construction Industry Research and Information Association London.

2. Butler D. Ackers J. C. and May R. W. P. (1996). “Sediment transport in sewers Part 1: Background.” Proc. Instn. Civ. Engrs. Wat. Marit. and Energy 118 June 103–112.

3. Velocity Distribution in Open Channel Flow

4. Maximum and Mean Velocities and Entropy in Open-Channel Flow

5. “Three-dimensional open channel flow.”;Chiu C.-L.;J. Hydr. Div.,1978

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