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contributor authorXiaoling Wang
contributor authorLili Yang
contributor authorYuefeng Sun
contributor authorLingguang Song
contributor authorMingxing Zhang
contributor authorYuebo Cao
date accessioned2017-05-08T21:59:25Z
date available2017-05-08T21:59:25Z
date copyrightNovember 2008
date issued2008
identifier other%28asce%290733-9372%282008%29134%3A11%28902%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68264
description abstractA 3D computational fluid dynamics model for describing the water flow and suspended solids (SS) concentration distribution in a rectangular sedimentation tank is presented. The interfacial momentum transfer, buoyant forces, and the effect of sediment-induced density currents are considered. A convection-diffusion equation, which is extended to incorporate the sedimentation of activated sludge in the field of gravity, governed the mass transfer in the clarifier. The double-exponential law is used to describe the dependence of the settling velocity on the concentration. The results show that during the dynamic settling process of the sludge, the mud surface rose slowly, and a period of time later, the mud surface kept stability and reached dynamic equilibrium in the tank. The distribution of velocity along the
publisherAmerican Society of Civil Engineers
titleThree-Dimensional Simulation on the Water Flow Field and Suspended Solids Concentration in the Rectangular Sedimentation Tank
typeJournal Paper
journal volume134
journal issue11
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2008)134:11(902)
treeJournal of Environmental Engineering:;2008:;Volume ( 134 ):;issue: 011
contenttypeFulltext


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