R.H. MAT SUKI and R.BAKER ①Lecturer,Dept. of Civ. and Struct. Engrg.,Univ.Kebangsaan M'sia,43600 Bangi,Malaysia ②Lecturer,Dept. of Civ. Engrg.,University of Salford. M54WT England.
摘 要:
SEDIMENT TRANSPORT OF LOW CONCENTRATION IN PIPES
Abstract:
The study of Sediment transport of low concentration in pipes bas been applied in the design of a self-cleansing storm sewer. An alternative criterion is suggested as op- posed to the widely used single flow velocity approach. A conceptual model which simu- lates the condition in a storm sewer is developed and tested against experimental data. The results proved that the volumetric sediment concentration, pipe diameter and sedi- ment size have to be taken into consideration to produce a self-cleansing storm sewer. It also shows that the slope obtained by this alternative criterion is lower than the single flow velocity approach.