Self-cleansing conditions for sewers carrying sediment

May, R., Brown, P., Hare, G. and Jones, K. (1989) Self-cleansing conditions for sewers carrying sediment. Technical Report. Hydraulics Research Wallingford.

Abstract

An experimental study, funded by the Department of the Environment, was made of the factors governing the deposition of non-cohesive sediment in a 300mm diameter concrete pipe. A new optical device was developed for continuously measuring the rate of sediment transport in the system.

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