The Von-Kármán coefficient in sediment laden flow
- 1 July 1989
- journal article
- research article
- Published by Taylor & Francis in Journal of Hydraulic Research
- Vol. 27 (4) , 477-499
- https://doi.org/10.1080/00221688909499125
Abstract
The paper presents the results of an experimental investigation on the behaviour of Von-Kármán coefficient in sediment laden flow in straight and in curved reaches of smooth rectangular rigid boundary open channels. The investigation shows the effect of varying the Reynolds number of sediment laden flow, the suspended sediment concentration in the flow, the radius-breadth ratio of the channel, and the central angle of the bend.Keywords
This publication has 4 references indexed in Scilit:
- VELOCITY PROFILES WITH SUSPENDED SEDIMENTJournal of Hydraulic Research, 1981
- Observations on turbulent-drag reduction in a dilute suspension of clay in sea-waterJournal of Fluid Mechanics, 1976
- Turbulent Flow with Suspended ParticlesJournal of the Hydraulics Division, 1963
- Flow Around Bends in an Open FlumeTransactions of the American Society of Civil Engineers, 1950