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Study on Flow Resistance and Sediment Transport on the Bed with Sediment Deposition in Pipe
1994
PROCEEDINGS OF HYDRAULIC ENGINEERING
Preserved Fulltext
Resistance of pipe flow with a stationary bed and with bed load on sediment deposition in pipes is discussed theoretically and experimentally, in which water flow area and hydraulic radius in a cross section of the pipe is divided into two parts: area and hydraulic radius influenced by smooth pipe wall and those by rough sediment wall. Experimental results about mean velocity and sediment transport rate in a pipe proved that the division of hydraulic radius of the water flow area into two is
doi:10.2208/prohe.38.647
fatcat:zvbzdyfh5jbxnheoyfp5sftm2q