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|
|Deposited On:||30 Jun 2015 12:35|
|Last Modified:||06 Feb 2018 14:41|
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