混合系数
the depth-averaged mixing coefficient of pollutant diffusion and dispersion in coastal zone is studied experimentally.
海岸区域的波浪引起的污染物的输移扩散存在不同于水流的情况特征。
By using the suggested transverse mixing coefficient equation and the direct integration of Fischer's triple integral, the paper presents a new theoretical equation of the longitudinal dispersion coefficient for natural rivers.
在此基础上通过对Fischer的三重积分的直接求解,建立了新的天然河流纵向分散系数计算公式。
A lot of trace experiments were carried out in the laboratory physical model of straight rectangular open channel, and a large amount of da-ta was obtained. Based on this, the relation for transverse mixing coefficient was offered.
本文在实验室矩形明渠物理模型内进行了示踪试验,获得了大量的实验数据,确定了关于横向混合系数的准数关系式。
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