ModelLing of particulate matter fate on urban highway sto rmwater control systems

M. Marchioni, A. Raimondi, U. Sanfilippo, J. Sansalone, S. Mambretti, G. Becciu
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Abstract

Anthropogenic activities, especially vehicular traffic, produce load of pollutants that accumulate on impervious surfaces. In highways, exhaust, automobile parts wear and lubricating parts along with heavy metals and other pollutants accumulated on the pavement surface during dry periods are the sources of pollution. Rainfall-runoff process promotes surface wash-off, contributing to stormwater pollutants’ load. The cumulative load in runoff is normally expressed as an exponential model with a peak concentration at the beginning of the rainfall event known as the first flush, where most part of the load is washed off at the beginning of the event reaching an early peak. This consideration motivates often the use of a first flush storage tank (FFT) to treat stormwater discharge from highways that is then discharged into water courses without any other treatment. It is considered that the FFT would retain the most polluted part of the runoff; however, a weak first flush is observed in some rainfall events, especially for low flow rates. Also, the vehicular traffic occurring during the rainfall event serves as a continuous source. Therefore, the objective of this research is to compare the efficiency on particle removal of an FFT with other methods of stormwater treatment, in this case an infiltration–exfiltration system (IES) consisting of a gravel swale with porous asphalt surface, through hydrological modelling of six rainfall events measured on a highway in Cincinnati (USA). The results showed a compatible removal rate for both the FFT and IES for the six analysed events, consisting of three mass-limit events and three flow-limit events. Particle transport modelling could represent well the behaviour of the events and can be used as a tool to choose between systems, where after setting the particle removal efficiency, other factors can be considered, like cost and system area consumption. This research can be followed up with continuous rainfall simulations and using computational fluid dynamics (CFD) to model IES particle removal.
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城市高速公路给水控制系统中颗粒物命运的建模
人为活动,特别是车辆交通,产生了大量的污染物,积聚在不透水的表面。在高速公路上,废气、汽车零部件磨损和润滑部件以及在干燥期堆积在路面表面的重金属等污染物是污染源。降雨径流过程促进了地表冲刷,增加了雨水污染物的负荷。径流中的累积负荷通常表示为指数模型,在称为第一次冲洗的降雨事件开始时达到峰值浓度,其中大部分负荷在事件开始时达到早期峰值。考虑到这一点,人们经常使用首冲式储水箱(FFT)来处理高速公路排放的雨水,然后不经任何其他处理就排入河道。人们认为FFT将保留污染最严重的部分径流;然而,在一些降雨事件中,特别是在低流量的情况下,观察到微弱的首次冲水。此外,在降雨事件期间发生的车辆交通也是一个连续的来源。因此,本研究的目的是通过在辛辛那提(美国)的一条高速公路上测量的六次降雨事件的水文模型,比较FFT与其他雨水处理方法的颗粒去除效率,在这种情况下,渗透-渗漏系统(IES)由具有多孔沥青表面的砾石洼地组成。结果表明,FFT和IES对6个分析事件(包括3个质量限制事件和3个流量限制事件)具有兼容的去除率。粒子输运模型可以很好地表示事件的行为,可以用作系统之间选择的工具,在设置粒子去除效率后,可以考虑其他因素,如成本和系统面积消耗。该研究可以通过连续降雨模拟和计算流体动力学(CFD)来模拟IES颗粒去除。
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