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Winter Effluent Quality from Partial-Infiltration Permeable Pavement Systems

机译:部分渗透性渗透路面系统产生的冬季污水质量

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This study, conducted between 2010 and 2012, compares the winter quality of storm water outflows from one pervious concrete and two permeable interlocking concrete pavement systems with runoff from an asphalt control pavement. The permeable pavement systems were designed for partial infiltration with underdrains. During the winter, the pavements were plowed and, occasionally, salted. Analyses are based on samples of permeable pavement effluent and asphalt runoff collected for 19 events over two winter seasons. The permeable pavement systems performed similarly and provided excellent storm water treatment during winter months by reducing event mean concentrations (EMC) and total pollutant loadings for petroleum hydrocarbons, total suspended solids, metals (copper, iron, manganese, and zinc), and nutrients (total-nitrogen and total-phosphorus). The permeable pavements were also shown to provide temporary storage and create opportunities for the dilution of sodium and chloride in outflows. Road salt was identified as a pollutant source for numerous pollutants beyond sodium and chloride. Freezing conditions did not inhibit the functionality of the permeable pavement systems for storm water treatment. (C) 2014 American Society of Civil Engineers.
机译:这项在2010年至2012年之间进行的研究比较了一种透水混凝土和两种渗透性互锁混凝土路面系统的降雨水的冬季质量,其中沥青控制路面的径流也是如此。渗透性路面系统设计用于局部渗透。在冬季,人行道被耕作,并偶尔加盐。分析是基于在两个冬季进行的19次事件所收集的渗透性路面污水和沥青径流的样本。渗透性路面系统的性能相似,并通过降低事件平均浓度(EMC)和石油烃,总悬浮固体,金属(铜,铁,锰和锌)和养分(总氮和总磷)。还显示了可渗透的路面可提供临时存储,并为流出物中的钠和氯化物的稀释创造了机会。公路盐被确定为除钠和氯之外的许多污染物的污染物源。冻结条件没有抑制雨水处理用渗透性路面系统的功能。 (C)2014美国土木工程师学会。

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