Self-cleansing conditions for sewers carrying sediment

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

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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.

Item Type: Monograph (Technical Report)
Subjects: Drainage > Urban infrastructure
Divisions: Water
Depositing User: Unnamed user with email
Date Deposited: 02 Apr 2020 09:42
Last Modified: 18 May 2020 15:00

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