Shape Effect on Bed-Load Transport in Pipes

See related content

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: Pipelines | Shear stress | Fluid flow | Open channel flow | Nonuniform flow | Sewers | Shear flow | Stress distribution |

Services: Buy this book/Buy this article


Return to search