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Storm Water Treatment Bioretention Basins

机译:雨水处理生物保留池

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A pilot bioretention basin for storm water treatment was constructed by the California Department of Transportation (Caltrans) in Orange County California in winter of 2005. The basin was designed to accommodate both storm water quality treatment and flood control for the adjacent State Route 73. The pilot was a retrofit of an existing detention basin.The Bioretention basin has several components: vegetation of several species, a ponding area, a bypass structure, a mulch layer on the surface, a planting soil layer, a gravel layer, an underdrain system and a geomembrane liner to prevent infiltration (for monitoring purposes). The basin was also designed with two pretreatment devices, a bioswale and a gross solids removal device. Design of the basin followed the most recent guidance provided by Prince George's County, Maryland as closely as possible.This system was designed as an on-line device. The basin has a drainage area of approximately 4 acres.Construction of the basin took approximately 60 days and was driven by the nesting season of the California Knatcatcher, an endangered species. Due to the critical habitat area, vegetation selection for the bioretention area was crucial to both to water quality treatment performance and to provide habitat for the Knatcatcher.The planting plan for the basin was developed by native plant specialists from Cal Poly, San Luis Obispo. The basin was divided into three zones: the treatment area, the bioswale pretreatment area and the basin side slopes. Species seeded included Creeping Wildrye (Leymus triticoides), Salt Grass (Distichlis spicata), Clustered Field Sedge (Carex praegracilis), Tall Umbrella Sedge (Cyperus eragrostis Lam.), Mexican Rush (Juncus mexicanus Willd.), and Brown-headed Rush (Juncus phaeocephalus Engelm.). An irrigation plan was also developed including overhead sprinklers during the plant establishment period. Plug planting was also added.Operational monitoring occurred during the first wet season. The subsequent two wet seasons will be monitored for water quality treatment performance. Automated sampling equipment will be used. The presentation will present a lessons learned discussion on designing a bioretention basin for storm water treatment, developing a planting plan, developing an irrigation plan, the plant establishment period and operational monitoring in the Southern California climate. The first year of monitoring will also be discussed.
机译:加利福尼亚交通运输部(Caltrans)于2005年冬季在加利福尼亚州奥兰治县建造了一个用于雨水处理的生物滞留试验基地。该水池的设计目的是为相邻的73号州际公路提供雨水水质处理和防洪服务。飞行员是对现有拘留所的改造。 生物滞留盆地由多个部分组成:多种物种的植被,池塘区域,旁路结构,地表覆盖层,种植土壤层,砾石层,排水系统和防止渗入的土工膜衬里(用于监测目的) )。该盆地还设计有两个预处理设备,一个生物泥浆和一个去除总固体的设备。盆地的设计尽可能遵循马里兰州乔治王子县提供的最新指导。 该系统被设计为在线设备。该流域的排水面积约为4英亩。 该盆地的建造过程耗时约60天,并且受到加利福尼亚濒危物种Knatcatcher的筑巢季节的驱使。由于重要的栖息地面积,生物保留区的植被选择对于水质处理性能和为捕蝇器提供栖息地都至关重要。 该盆地的种植计划是由圣路易斯奥比斯波的Cal Poly的本地植物专家制定的。流域分为三个区域:处理区,生物交换预处理区和流域侧坡。播种的物种包括爬行野草(Leymus triticoides),盐草(Distichlis spicata),丛生田S(Carex praegracilis),高伞莎草(Cyperus eragrostis Lam。),墨西哥拉什(Juncus mexicanus Willd。)和棕头拉什(Rush(Rush))。 cus虫(Juncus phaeocephalus Engelm。)。在工厂建立期间,还制定了灌溉计划,包括高架喷头。还增加了插秧。 运行监测发生在第一个雨季。随后的两个雨季将进行水质处理性能监测。将使用自动采样设备。该演讲将提供有关汲取教训的讨论,包括设计用于雨水处理的生物滞留池,制定种植计划,制定灌溉计划,建立工厂的时期以及在南加州气候下的运行监控。监测的第一年也将进行讨论。

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