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Numerical Simulation of Residual Circulation due to Bottom Rouglmess Variability Under Tidal Flows in A Semi-Enclosed Bay
作者姓名:槐文信  T.  Komatsu  曾小辉
作者单位:[1]State Key laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China [2]Department of Urban and Environmental Engineering, Kyushu University, Fukuoka 812 - 8581, Japan
基金项目:This work was supported by the National Science Fund for Distinguished Young Scholars of Ministry of Eduction, China
摘    要:Nowadays there are some chronic serious environmental problems, such as eutrophication, blue tide and so on, in a complicated coastal zone or a semi-enclosed bay, because the water exchanges between an inner bay and an outer sea is weak compared with the supply of contaminant. Under this situation, a method to improve the water quality by 3-dimensional small unsymmetrical structures has been proposed by Komatsu et al. In this paper, several numerical simulations of the tidal current and concentration for various arrangements of bottom roughness in a semi-enclosed model bay are carfled out with a depth-averaged 2-D numerical model. The model is solved by the hybrid finite analytic method with nonstaggered grid. And the SIMPLES algorithm with Rhie and Chow' s momentum interpolation technique is used for the simulation. The effect of Komatsu' s method for water purification is examined by numerical simulation. The result of numerical experiment indicates that it is possible to generate a new tidal residual current and to activate a tidal exchange by bottom roughness arrangement only.

关 键 词:水净化  粗糙度  水污染  水环境  海水
收稿时间:2005-08-26
修稿时间:2005-11-06

Numerical Simulation of Residual Circulation due to Bottom Rouglmess Variability Under Tidal Flows in A Semi-Enclosed Bay
HUAI Wen-xin , T. Komatsu ,ZENG Xiao-hui.Numerical Simulation of Residual Circulation due to Bottom Rouglmess Variability Under Tidal Flows in A Semi-Enclosed Bay[J].China Ocean Engineering,2005,19(4):601-612.
Authors:HUAI Wen-xin  T Komatsu  ZENG Xiao-hui
Abstract:
Keywords:semi-enclosed bay  bottom roughness  hybrid finite analytic method  water purification  depth-averaged 2 D model
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