Self-Cleansing Sewer Design Based on Sediment Transport Principles-Reference-Cited by-同舟云学术

Self-Cleansing Sewer Design Based on Sediment Transport Principles

Published:2003-04 Issue:4 Volume:129 Page:276-282
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Butler David¹,May Richard²,Ackers John³

Affiliation:

1. Professor of Water Engineering, Urban Water Research Group, Dept. of Civil and Environmental Engineering, Imperial College of Science, Technology and Medicine, Imperial College Road, London SW7 2BU, UK.

2. Principal Engineer, Water Management Dept. HR Wallingford, Oxfordshire OX10 8BA, UK.

3. Chief Hydraulics Engineer, Binnie Black and Veatch, 69 London Rd., Redhill, Surrey RH1 1LQ, UK.

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%3A4%28276%29

Reference16 articles.

1. Sediment transport: New approach and analysis;Ackers P.;J. Hydraul. Eng.,1973

2. Ackers P. (1991). “Sediment aspects of drainage and outfall design.” Proc. Int. Conf. on Environmental Hydraulics Hong Kong 215–230.

3. Ackers J. C. Butler D. and May R. W. P. (1996). “Design of sewers to control sediment problems.” CIRIA Rep. No. R141 CIRIA London.

4. SEDIMENT TRANSPORT IN SEWERS - A STEP TOWARDS THE DESIGN OF SEWERS TO CONTROL SEDIMENT PROBLEMS.

5. Sediment origins, deposition, and build-up in combined sewer systems;Ashley R. M.;Water Sci. Technol.,1992

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