Self-cleansing conditions for sewers carrying sediment

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

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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.
Item Type:Monograph (Technical Report)
Subjects:Drainage > Urban infrastructure
ID Code:1087
Deposited On:30 Jun 2015 12:35
Last Modified:06 Feb 2018 14:41

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