Shear Stress Distribution in Partially Filled Pipes-Reference-Cited by-同舟云学术

Shear Stress Distribution in Partially Filled Pipes

Published:2003-09 Issue:9 Volume:129 Page:697-705
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Berlamont Jean E.¹,Trouw Koen²,Luyckx Gert³

Affiliation:

1. Professor, Dept. of Civil Engineering, Hydraulics Laboratory, Leuven Univ., Kasteelpark Arenberg 40, B-3001, Leuven, Belgium.

2. Consulting Engineer, I.M.D.C., Consulting Engineers, Wilrijkstraat 37-45, B-2140 Antwerp, Belgium.

3. Research Engineer, Dept. of Civil Engineering, Hydraulics Laboratory, Leuven Univ., Kasteelpark Arenberg 40, B-3001, Leuven, Belgium.

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%282003%29129%3A9%28697%29

Reference24 articles.

1. Bestawy A. (1997). “Bed load transport and bed forms in steady and unsteady flow.” PhD dissertation KULeuven Belguim.

2. Cham Limited. (1998). PHOENICS version 3.1 Cham Limited London.

3. Christensen B. and Fredsoe J. (1998). “Bed shear stress distribution in straight channels with arbitrary cross section.” Progress Rep. No. 77 Dept. of Hydrodynamics and Water Resources TUDenmark 13–29.

4. Unsteady flow sediment transport in a sewer model

5. Flintham T. P. and Carling P. A. (1988). “The prediction of mean bed and wall boundary shear in uniform and compositely rough channels.” Proc. Int. Conf. River Regime Wiley New York 267–286.

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