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contributor authorZhang Bangwen;Li Shaowu;Ji Chunning
date accessioned2019-02-26T07:45:00Z
date available2019-02-26T07:45:00Z
date issued2018
identifier other%28ASCE%29HY.1943-7900.0001525.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249083
description abstractThe processes of ripple evolution are studied through numerical simulation using a coupled computational fluid dynamics (CFD)–discrete particle method (DPM) model with focus on discussing the effect of the size of the computational domain on ripple evolution. Ripple-induced form resistance and bed load transport rate are also discussed. Fluid movement is simulated using the CFD computation with the introduction of large eddy simulation for turbulent closure. The movement of sediment particles is simulated using the DPM. It is found from the results of simulation that for a two-dimensional case the ripple evolution involves three stages from wavelet, merging of wavelets to equilibrium. The ripple sizes increase during the merging process and reach a stable state at the end of the merging process. The ripple sizes obtained in the final equilibrium stage are closely related to the streamwise size of the computational domain and have an upper bound for given sediment and flow conditions. If the streamwise size of the computational domain is set to approximately 6 times the ripple length or beyond, the discrepancies among the equilibrium ripple lengths obtained from using different streamwise size of computational domain can be below 9.2%. The ripple lengths modeled in the wavelet stage agree well with the experimental results. During the process of ripple merging, an abrupt reduction in the form resistance and an increase in the bed load transport rate are observed.
publisherAmerican Society of Civil Engineers
titleNumerical Simulation of Ripple Evolution under Turbulent Flow Using a Coupled LES and DPM Model
typeJournal Paper
journal volume144
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001525
page4018067
treeJournal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 011
contenttypeFulltext


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