长江口污水排放反应扩散过程的数值模拟

Su-Xiang Zhang, Xi Li, Xiang Lin
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引用次数: 2

摘要

应用环境流体动力学程序(EFDC)求解了长江口潮期水动力学,得到了点源污水排放的两个代表性变量,即以化学需氧量(COD)为代表的反应-平流-扩散为主导的过程和以溶解氧(DO)为代表的反应-扩散为主导的过程,并对其水质变化进行了分析。模拟水体中COD的增量和分布与现场观测结果吻合较好。由于上海排放的污水消耗了南支路的氧气,北支路的DO浓度比南支路高很多。表层DO浓度大于底层DO浓度。DO浓度在深度小于20 m区域较低,在深度20 ~ 30 m等高线区域较高。结果表明,该数值模型对特定点源污染物排放情况下的水质模拟具有一定的实用价值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical simulation of reaction-diffusion process about sewage discharge in Yangtze Estuary
Two representative variables of point source sewage discharges, the reaction-advection-diffusion dominated process as manifested by chemical oxygen demand (COD) and the reaction-diffusion dominated process as manifested by dissolved oxygen demand (DO), were obtained and analyzed as water quality variations by application of the Environmental Fluid Dynamics Code (EFDC) with solutions for hydrodynamics during tides in Yangtze Estuary. The simulated increments and distribution of COD in the water show acceptable agreement with field observation. The concentration of DO in the North Branch is much higher than in the South Branch due to consumption of oxygen in the South Branch resulting from discharge of sewage from Shanghai. The DO concentration of the surface layer is greater than that of the bottom layer. The DO concentration is low in areas with a depth less than 20 m, and high in areas between the 20 m and 30 m contour lines of depth. It is concluded that the numerical model is valuable in simulation of water quality in the case of specific point source pollutant discharge.
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