Self-cleansing conditions for sewers carrying sediment - summary report

Self-cleansing conditions for sewers carrying sediment - summary report.
Hydraulics Research Wallingford, -
Technical Report. Hydraulics Research Wallingford. (1990)

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Abstract:An experimental study was made of the factors governing the deposition of non-cohesive sediment in a 300mm diameter concrete pipe using 0.72mm sand. A formula was developed which can be used to estimate minimum velocities needed to prevent deposition of non-cohesive sediments in sewers. Full details of the study are given in Hydraulics Research Report SR221.
Item Type:Monograph (Technical Report)
Subjects:Drainage > Urban infrastructure
ID Code:1088
Deposited On:30 Jun 2015 12:40
Last Modified:30 Jun 2015 12:40

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