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湿滞洪池内公路沉积泥沙输移、沉积和再悬浮的三维建模。

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

机构信息

Department of Civil Engineering, Water & Soil, University of Aalborg, Sohngaardsholmsvej 57, Aalborg DK-9000, Denmark.

出版信息

Water Sci Technol. 2010;62(3):736-42. doi: 10.2166/wst.2010.363.

Abstract

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.

摘要

本文介绍了对公路湿式滞留池内主要以颗粒形式存在的污染物的流动和输移进行实验和数值研究的结果。本研究是对道路径流和湿滞留池内污染问题进行的综合调查的一部分。目的是评估基于历史降雨系列的道路和高速公路污染物排放的长期模拟的质量。为此,采用了一个三维水动力和泥沙输移模型进行研究。该输移模型已经在一个 30 米长、宽 0.8 米、水深约 0.8 米的混凝土渠道中的实验以及圆形水槽实验中进行了校准和验证,以再现近床面的具体过程,如再悬浮和固结。通过与测量值相当好的一致性,应用三维 RANS 模型和对流/弥散方程,可以对湿式滞留池中的水动力、溶解污染物和颗粒的输移进行模拟,该模型考虑了风、波浪、沉积、侵蚀和底部沉积物的固结等物理现象。

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