Validation of Existing Bed Load Transport Formulas Using In-Sewer Sediment

Author:

De Sutter Renaat1,Rushforth Peter2,Tait Simon3,Huygens Marc1,Verhoeven Ronny4,Saul Adrian5

Affiliation:

1. Scientific Researcher, Hydraulics Laboratory, Ghent Univ., Sint-Pietersnieuwstraat 41, 9000 Ghent, Belgium.

2. Senior Lecturer, School of Environment & Development, Sheffield Hallam Univ., Howard St., Sheffield S1 1WB, U.K.

3. Lecturer, Dept. of Civil & Structural Engineering, Univ. of Sheffield, Mappin St., Sheffield S1 3JD, U.K.

4. Professor, Hydraulics Laboratory, Ghent Univ., Sint-Pietersnieuwstraat 41, 9000 Ghent, Belgium.

5. Professor of Water Engineering, Dept. of Civil & Structural Engineering, Univ. of Sheffield, Mappin St., Sheffield S1 3JD, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference27 articles.

1. Ackers J. C. Butler D. and May R. W. P. (1996). “Design of sewers to control sediment problems.” Rep. No. CIRIA 141 Construction Industry Research and Information Association London.

2. Ackers P. (1991). “Sediment aspects of drainage and outfall design.” Proc. Int. Symp. on Environmental Hydraulics J. H. W. Lee and A. A. Cheung eds. Hong Kong.

3. Sediment transport: a new approach and analysis.;Ackers P.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1973

4. Ahyerre M. (1999). “Bilans et mécanismes de migration de la pollution organique en réseau d’assainissement.” PhD thesis Univ. P. et M. Curie CEREVE Paris.

5. Arthur S. (1996). “Near bed solid transport in a combined sewer network.” PhD thesis Univ. of Abertay Dundee U.K.

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