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Numerical modeling study of impact of a large sediment capping facility on local industrial cooling water temperature

机译:大型泥沙封盖设施对当地工业冷却水温度影响的数值模拟研究

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This study assesses the potential increase in the intake cooling water temperatures if both the local industrial intake water and outfall cooling waters are trapped in the same narrow long channel. A three-dimensional (3D) hydrodynamic model was used to quantitatively investigate water temperature structures in the channel. The model was verified in a previous hydrodynamic study at the same location using vertical current profiles measured by an acoustic Doppler current profiler (ADCP) and further verified in this study with the measured vertical temperature profile. Several scenarios were investigated under various wind and geometrical conditions. The simulated results revealed that because of the strong buoyant force induced by water temperature differences the trapped hot outfall water would not be directly retaken by the intake located about 70 m away from the outlet and 6 m below the surface. The thermal structure in the channel eventually reached an equilibrium stage due to additional fresh bay water and heat loss through various heat-transfer mechanisms from the air–water interface. The results of this modelling study can be extended to solve other similar environmental and civil engineering problems.
机译:如果本地工业进水和排污冷却水都被困在同一条狭窄的长通道中,则本研究评估了进水冷却水温度的潜在升高。使用三维(3D)流体力学模型来定量研究通道中的水温结构。该模型已在以前的水力研究中在同一位置使用由声学多普勒电流剖面仪(ADCP)测量的垂直电流剖面进行了验证,并在此研究中通过测量的垂直温度剖面进行了进一步验证。在各种风和几何条件下研究了几种情况。模拟结果表明,由于水温差引起的强大浮力,被困的热排污口水将不会被距出口约70 m且位于水面以下6 m的进水口直接取回。由于额外的新鲜海湾水和通过空气-水界面通过各种传热机制产生的热量损失,通道中的热结构最终达到了平衡阶段。该建模研究的结果可以扩展为解决其他类似的环境和土木工程问题。

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