Self-cleansing conditions for sewers carrying sediment - summary report (SR 222)

Hydraulics Research Wallingford, - (1990) Self-cleansing conditions for sewers carrying sediment - summary report (SR 222). Technical Report. Hydraulics Research Wallingford.

[img] PDF
SR222.pdf

Download (661kB)

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

Actions (login required)

View Item View Item