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首页> 外文期刊>Journal of Environmental Engineering >Field Evaluation of Storm-Water Control Measures for Highway Runoff Treatment
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Field Evaluation of Storm-Water Control Measures for Highway Runoff Treatment

机译:雨水控制措施对公路径流的现场评估

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The thousands of kilometers of highways in North Carolina have the potential to generate large amounts of storm-water runoff. Thus, investigation of storm-water control measures (SCMs) for these somewhat unique linear catchments, where space is limited for SCM implementation, was needed. This study examined the quantity and quality of highway runoff at four sites over a 48-km stretch of Interstate 40 in the coastal plain of North Carolina. The highway had a 4-cm overlay of permeable asphalt, known as permeable friction course (PFC), which influenced the export of sediment-bound pollutants and produced median effluent concentrations of total suspended solids (TSS) of 8 mg=L, 8 mg=L, 9 mg=L, and 17 mg=L at the four sites, well below concentrations observed from standard asphalt highway runoff. Two vegetative filter strips (VFSs), two traditional dry swales, and two wetland swales were also tested for pollutant removal efficacy at the four highway research sites. The filter strips generally produced higher pollutant concentrations than the edge of pavement due to a lack of vegetative cover, substantial soil compaction, and high slopes. Total nitrogen (TN) median effluent concentrations were significantly lower for wetland swales (1:02 mg=L and 1:03 mg=L) than for dry swales (1:50 mg=L and 1:63 mg=L). TN load export appeared lower from wetland swales when compared with dry swales, potentially due to the greater number of nutrient removal mechanisms that are present in wetland swales. Maintenance of highway SCMs was shown to be extremely important, as one of the dry swales produced an effluent TSS concentration of 70 mg=L due to a head cut in the thalweg of the channel. As noted in other scientific literature, vegetative SCMs did not further reduce pollutant concentrations released by the PFC because TSS and sediment-bound pollutant concentrations seemingly were at or near irreducible concentrations. This study showed that incorporating wetland elements in the design of swales and the use of PFC should be considered by roadway designers.
机译:北卡罗莱纳州数千公里的高速公路有可能产生大量雨水径流。因此,需要对这些有点独特的线性集水区进行雨水控制措施(SCM)的研究,这些空间有限地用于SCM。这项研究检查了北卡罗莱纳州沿海平原沿40号州际公路48公里延伸的四个站点的公路径流量的数量和质量。高速公路上覆盖了4厘米的可渗透沥青覆盖层,称为可渗透摩擦层(PFC),它影响了与沉积物结合的污染物的排放,并产生了8 mg = L,8 mg在四个地点的= L,9 mg = L和17 mg = L,远低于从标准沥青公路径流观察到的浓度。还在四个高速公路研究地点测试了两个植物滤料条(VFS),两个传统干sw和两个湿地sw的污染物去除效果。由于缺少植被覆盖,土壤压实度大和坡度高,滤纸条产生的污染物浓度通常比人行道边缘高。湿地沼泽(1:02 mg = L和1:03 mg = L)的总氮(TN)中位数废水浓度显着低于干沼泽(1:50 mg = L和1:63 mg = L)。与干sw相比,湿地sw的总氮负荷出口似乎较低,这可能是由于湿地sw中存在更多的营养去除机制。事实证明,高速公路SCM的维护非常重要,因为其中一条干sw的河道的水头切开,产生的废水TSS浓度为70 mg = L。正如其他科学文献所指出的那样,营养性SCM并没有进一步降低PFC释放的污染物浓度,因为TSS和与沉积物结合的污染物浓度似乎处于或接近不可降低的浓度。这项研究表明,道路设计者应考虑在沼泽设计中使用湿地元素和使用PFC。

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