Flow Capacity of Sewers with a Sediment Bed
Paper in proceedings, 1987

Laboratory measurements were made to measure flow capacity in partfull pipe with a stable plane sediment bed. A concrete pipe and two different sizes of sediment were used. Flows were calculated using the composite-roughness technique from open channel theory. Good agreement between the observed and the calculated flow values was found.

Sewer sediment

laboratory study

flow capacity

sediment bed

Author

Gustavo Perrusquía

Department of Hydraulics

Sven Lyngfelt

Department of Hydraulics

Anders Sjöberg

Department of Hydraulics

Proc. 4th International Conference on Urban Storm Drainage, Lausanne, Switzerland, August 1987

Driving Forces

Sustainable development

Areas of Advance

Building Futures

Subject Categories

Water Engineering

More information

Created

10/8/2017