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Shape Effect on Bed-Load Transport in Pipes

by Chandramouli Nalluri, Univ of Newcastle upon Tyne, United Kingdom,
Aminuddin Ab. Ghani, Univ of Newcastle upon Tyne, United Kingdom,



Document Type: Proceeding Paper

Part of: Hydraulic Engineering

Abstract:

The nature of part-full flows in pipe sewers produces different channel shapes resulting in non-uniform shear stress distribution on the wetted perimeter. New experimental data were utilized to check the applicability of several available methods based on different shape parameters to predict bed-load concentration in pipe sewers./

Subject Headings: Shear stress | Fluid flow | Bed loads | Sewers | Sewer pipes | Pipe bedding | Stress distribution

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