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Predictive modelling of hydrodynamics and marine water quality: three applications along the South African coastline

机译:水动力和海洋水质的预测模型:南非海岸线上的三个应用

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The predictive capability of hydrodynamic and water quality models is illustrated by three applications of the Delft3D modelling suite from WL|Delft Hydraulics along the South African coastline. The first application involves dredging-induced turbidity in Saldanha Bay on the west coast. Modelling of the hydrodynamics and the dispersion and deposition of the turbidity plumes was performed to assess the impact of the plumes on the sensitive ecology in the bay. The second application investigates the feasibility of using seawater for industrial cooling at Saldanha Bay. Since this study involves a thermal discharge into a highly stratified environment, the Delft3D model was applied in three-dimensional baroclinic mode including air-sea heat fluxes. The model outputs of absolute temperature, increase in temperature due the thermal discharge and dilution enabled the ecological impacts to be assessed and the optimum discharge location to be identified. The final application is the design of a marine outfall discharging a buoyant effluent near Durban on the east coast. Since the initial dilution process exhibited significant temporal and spatial variability, a dynamic coupling of near- and far-field hydrodynamic models was developed to accurately simulate the impact of the outfall. The results indicated that, under stratified conditions, a local optimum in the required pipeline length with respect to the impact of the effluent at the shore exists- the so-called "pipeline paradox".
机译:WL | Delft Hydraulics在南非海岸线沿线的Delft3D建模套件的三个应用说明了水动力模型和水质模型的预测能力。第一个应用涉及西海岸萨尔达尼亚湾的疏ging引起的浑浊。对水动力模型以及浊度羽流的分散和沉积进行了建模,以评估羽流对海湾敏感生态的影响。第二个应用程序研究了在Saldanha湾使用海水进行工业冷却的可行性。由于这项研究涉及到高度分层环境中的热排放,因此将Delft3D模型应用于包括空气-海洋热通量在内的三维斜压模式。模型输出的绝对温度,由于热排放和稀释引起的温度升高使得能够评估生态影响并确定最佳排放位置。最终应用是在东海岸德班附近的海洋排污口设计,该排污口排放浮力的废水。由于最初的稀释过程表现出明显的时间和空间变异性,因此开发了近场和远场水动力模型的动态耦合,以精确模拟排污口的影响。结果表明,在分层条件下,相对于岸边废水的影响,所需的管道长度存在局部最优状态,即所谓的“管道悖论”。

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