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contributor authorHeqing Huang
contributor authorJasim Imran
contributor authorCarlos Pirmez
date accessioned2017-05-08T20:45:05Z
date available2017-05-08T20:45:05Z
date copyrightApril 2005
date issued2005
identifier other%28asce%290733-9429%282005%29131%3A4%28283%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25891
description abstractA numerical model of turbidity currents with a deforming bottom boundary has been developed. The model predicts the vertical structure of the flow velocity and concentration as well as change in the bed level due to erosion and deposition of suspended sediment. The Reynolds-averaged Navier–Stokes equations for dilute suspension have been solved using a finite volume method. The bottom boundary and the grid system are allowed to adjust in response to sediment deposition and entrainment during the computation. The model has been applied to simulate the evolution of a conservative saline density current and turbidity currents along an
publisherAmerican Society of Civil Engineers
titleNumerical Model of Turbidity Currents with a Deforming Bottom Boundary
typeJournal Paper
journal volume131
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2005)131:4(283)
treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 004
contenttypeFulltext


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