层化效应对温排水输移扩散的数值模拟研究

Numerical simulation study on the stratification effect to transport and diffusion of thermal discharge

  • 摘要: 层化效应是自然河口水体的典型特征,本文采用TELEMAC三维水动力数学模型,研究了不同层化强度下温排水在理想河口的输移扩散规律。结果表明:层化强度最大的小潮,温排水的垂向扩散受到显著抑制,导致中层水体的温度及其包络面积显著高于表层和底层,且小潮期间较强的重力环流导致中下层温度包络范围存在净向上游的分布趋势;层化强度最弱但潮汐混合作用最大的大潮,温排水整体影响范围最小;中潮工况下的温度包络线分布与小潮类似,但影响范围有所减小。未考虑层化效应的中潮计算结果显示:温排水的表层影响范围显著高于其他水层,中层以下温排水影响范围很小,且未出现净向上游的分布趋势。由此可见,在河口层化水体中,温排水的输移扩散规律与非层化水体存在显著差异,因此,在取排水设计时应重点考虑层化效应的影响。

     

    Abstract: Stratification effect is a typical feature in natural estuarine. This paper uses TELEMAC three-dimensional hydrodynamic mathematical model to study the transport and diffusion laws of thermal effluent in an idealized estuary under different stratification intensities. The results show that: the neap tide with the largest stratification intensity, the vertical diffusion of thermal effluent is significantly restrained, resulting in the middle layer with a significantly higher temperature and its envelope area than that of the surface and bottom layer, the strong gravity circulation during neap tide leads to a net upstream distribution trend of temperature envelope range in the middle and lower layers; the spring tide with the weakest stratification intensity but the largest tidal mixing effect has the smallest overall influence range of thermal effluent; the temperature envelope distribution under mid-tide conditions is similar to that of the neap tide, but the influence range is reduced. The calculation results of the mid-tide without considering stratification show that the influence range of thermal effluent in surface layer is significantly higher than that of other layers, the influence range of thermal effluent below the middle layer is very small, and there is no net distribution trend to the upstream. It can be seen that in stratified estuary, the transport and diffusion laws of thermal effluent are significantly different from those in non-stratified water bodies. Therefore, the influence of stratification effect should be considered during the design of water intake and drainage.

     

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