ملخص الدراسة:

This dissertation studies the effect of sediment concentration on hydraulic flow through stormwater sewer system for turbulent uniform flow. Hydrodynamic forces that exist through storm sewers have been derived using theoretical model. Experimental works have been done using experiment rig; constructed at the hydraulic laboratory. The experiment has been designed to perform a uniform flow and high velocity flow The analysis of the results for high-speed velocity flow through storm sewer gave the following design formula. T = 0.0561 x K 3.54 According to proposed equation many relationships have been applied between grain diameter, velocity, diameter, concentration and hydraulic gradient.

توثيق المرجعي (APA)

Obaid, Basheer Ahamed (2006). Sediment Transport through Stormwater Systems – Gaza City as Case Study. the islamic university. 19350