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Stormwater Dune Infiltration Systems for Reducing Pollutant Loadings From Ocean Outfalls

机译:雨水沙丘渗透系统,用于减少海洋排水口的污染物载荷

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The Beaches Environmental Assessment and Coastal Health Act of 2000 (BEACH Act) requires states to monitor bacteria levels in recreational coastal waters. Increased levels of bacteria increase the potential for many illnesses to beach goers, so coastal towns are forced to post advisories or close beaches after many rainfall events, which potentially decrease tourism profits. Stormwater outfalls, common in many coastal towns, empty stormwater and associated bacteria and other pollutants into the oceanor sounds. The NC Department of Transportation and the Town of Kure Beach wanted to reduce the amount of stormwater entering their ocean recreational areas. Two stormwater Dune Infiltration Systems were designed to divert a portion of the flow into thebeach dunes. Sand filters have historically been successful in bacterial removal. The infiltration systems were constructed using commercially available open-bottomed infiltration chambers. Due to limited land area, the systems were designed to infiltrate 1.3 cm storms, which comprise approximately 80% of the rainfall events at the site. The watersheds of both sites were small (1.9 ha and 3.2 ha) and of mixed urban and residential land use. Water table measurements indicated a tidal influence, but approximately 2 m of sand was available for infiltration in the vertical direction. Since the installation of the system, the Dune Infiltration System has captured all the runoff produced from storm events less than the design standards of 1.3 cm (0.5 inches)per hour. The amount of fecal coliform entering the systems from these storms ranged from 358-3800 CFU/100 ml from Site L and 760-17200 CFU/100 ml for Site M. The amount of enterococcus that entered the systems from these storms ranged from 334-1653 CFU/100 ml from Site L and 1445->2005 CFU/100 ml for Site M. The groundwater at Site L had fecal coliform levels at 1 CFU/100 ml or less and enterococcus levels of 60 CFU/100 ml or less, while at Site M fecal coliform and enterococcus levels were 8 CFU/100ml or less and 31 CFU/100 ml or less respectively. Results such as these will be used to determine the feasibility of this innovative BMP in decreasing the amount of beach closures and advisories.
机译:该海滩环境评估和2000(BEACH法)沿海健康法案要求各州监测休闲沿海水域的细菌水平。细菌水平的提高增加许多疾病到泳客的潜力,所以沿海城镇被迫交的公告或关闭海滩众多降雨事件,这潜在地减少旅游业的利润后。雨水排水口,在许多沿海城市,雨水空及相关的细菌和其他污染物进入oceanor声音普遍。运输的NC部和吴滩镇要减少雨水进入他们的海洋娱乐区的数量。两个雨水渗透沙丘系统被设计以转移流的一部分进入thebeach沙丘。砂过滤器去除细菌在历史上是成功的。浸润系统使用可商购的底部开口渗透腔室构成。由于土地面积有限,该系统被设计渗入1.3厘米风暴,其中包括在现场的降雨事件的大约80%。这两个网站的分水岭很小(1.9公顷和3.2公顷)和混合城市和住宅用地。水表测量指示的潮汐影响,但2μm左右砂是可用于在垂直方向渗透。由于安装系统,沙丘渗滤系统已捕获从风暴事件小于设计标准的每小时1.3厘米(0.5英寸)生产的所有径流。进入从这些风暴系统粪便大肠菌的量为358-3800范围CFU /从站点L和760-17200 CFU / 100 ml的网站M.肠球菌,从这些风暴进入系统的量从334-不等100毫升1653 CFU /从站点L 100 ml和1445-> 2005 CFU / 100 ml的网站M.在位置L.地下水在1 CFU / 100ml以下有粪便大肠菌水平和60 CFU / 100ml以下肠球菌水平而在中心M粪便大肠菌和肠球菌水平8 CFU / 100ml以下和31 CFU / 100 ml或分别以下。结果如这些将被用于确定在降低海滩关闭和咨询的量的本创新的BMP的可行性。

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