Analysis of sediment laden open channel flow
نویسندگان
چکیده
منابع مشابه
Analysis of Velocity Lag in Sediment-laden Open Channel Flows
Laboratory experiments have recently confirmed that the streamwise particle velocity is largely less than that of the fluid in sediment-laden flows. This velocity lag is investigated analytically in the present study based on the drag force exerting on a particle in the presence of other neighbors. The normalized drag force or the hindrance coefficient is found generally dependent on the partic...
متن کاملEntropy-Based Modeling of Velocity Lag in Sediment-Laden Open Channel Turbulent Flow
Manotosh Kumbhakar 1,*, Snehasis Kundu 2, Koeli Ghoshal 1 and Vijay P. Singh 3,4 1 Department of Mathematics, Indian Institute of Technology, Kharagpur 721302, India; [email protected] 2 Department of Basic Sciences and Humanities, IIIT Bhubaneswar, Odisha 751003, India; [email protected] 3 Department of Biological & Agricultural Engineering, Texas A&M University, College Statio...
متن کاملinvestigation of the velocity distribution in sediment-laden flow
introduction: for a velocity profile in turbulent flows, the flow conditions in the vicinity of the wall are described by logarithmic law of the wall. however, it has been extensively verified that the log-law does not apply in the outer region of the boundary layer. for example, in free surface flows, the law of the wall holds only for 20 percent of the flow depth from the wall. coles (1956) c...
متن کاملNumerical Simulation of Sediment-Laden Flow Around a Circular Cylinder
In this paper, the sediment-laden flow around a circular cylinder is numerically simulated in order to obtain better understanding of hydrodynamics associated. A range of cases with different Reynolds numbers (Re) are studies. The effects of the concentration of the sediment on the drag coefficient are investigated. Results show that due to the fact that the laden sand particle colliding the cy...
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ژورنال
عنوان ژورنال: PROCEEDINGS OF HYDRAULIC ENGINEERING
سال: 1997
ISSN: 0916-7374,1884-9172
DOI: 10.2208/prohe.41.813