Hydraulics Research Wallingford, - (1990) Self-cleansing conditions for sewers carrying sediment - summary report (SR 222). Technical Report. Hydraulics Research Wallingford.
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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) |
|---|---|
| Additional Information: | SR 222 |
| Subjects: | Drainage > Urban infrastructure |
| Divisions: | Water |
| Depositing User: | Unnamed user with email i.services@hrwallingford.com |
| Date Deposited: | 02 Apr 2020 09:42 |
| Last Modified: | 27 Apr 2020 15:11 |
| URI: | http://eprints.hrwallingford.com/id/eprint/256 |
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