Flow Capacity of Sewers with a Sediment Bed
Paper i proceeding, 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


Gustavo Perrusquía

Institutionen för vattenbyggnad

Sven Lyngfelt

Institutionen för vattenbyggnad

Anders Sjöberg

Institutionen för vattenbyggnad

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


Hållbar utveckling


Building Futures