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3D modelling of transport, deposition and resuspension of highway deposited sediments in wet detention ponds.

机译:湿式滞留池中公路沉积物的运输,沉积和再悬浮的3D建模。

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The paper presents results from an experimental and numerical study of flows and transport of primarily particle bound pollutants in highway wet detention ponds. The study presented here is part of a general investigation on road runoff and pollution in respect to wet detention ponds. The objective is to evaluate the quality of long term simulation based on historical rains series of the pollutant discharges from roads and highways. A three-dimensional hydrodynamic and mud transport model is used for the investigation. The transport model has been calibrated and validated on e.g. experiments in a 30 m long concrete channel with width of 0.8 m and a water depth of approximately 0.8 m and in circular flume experiments in order to reproduce near-bed specific processes such as resuspension and consolidation. With a fairly good agreement with measurements, modelling of hydrodynamics, transport of dissolved pollutants and particles in wet detention ponds is possible with application of a three dimensional RANS model and the advection/dispersion equation taken physical phenomena like wind, waves, deposition, erosion and consolidation of the bottom sediment into account.
机译:本文介绍了通过实验和数值研究得出的主要污染物在高速公路湿式滞留池中的流动和迁移的实验和数值研究结果。这里介绍的研究是对湿滞留池道路径流和污染的一般调查的一部分。目的是根据历史降雨系列道路和公路的污染物排放量,评估长期模拟的质量。三维流体动力和泥浆输送模型用于研究。运输模型已经过校准和验证,例如在30 m长,宽度为0.8 m,水深约为0.8 m的混凝土河道中进行实验,并进行圆形水槽实验,以重现近层床的特定过程,例如重悬和固结。通过与测量的良好一致性,可以通过使用三维RANS模型和对流/弥散方程采用对风,波浪,沉积,侵蚀和侵蚀等物理现象的对流动力学模型来对湿滞留池中的流体动力学,溶解的污染物和颗粒进行建模。合并底部沉积物。

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