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An Initial Assessment of a Wetland-Reservoir Wastewater Treatment and Reuse System Receiving Agricultural Drainage Water in Nova Scotia

机译:湿地储层废水处理及再利用系统在新斯科舍省接受农业排水水的初步评价

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A wetland-reservoir wastewater treatment and reuse systems is an integrated water management system constructed on farms to conserve water and to help mitigate water pollution from agricultural drainage. This research assesses such a system in Nova Scotia and provides recommendations for adapting its location, design, construction, and operation to a cold climate. Water quality, hydraulic, and meteorological data was collected between November 2007 and January 2009. The system collected approximately15500 m3 (8700 m3 ha-1 of drained land) annually, potentially enough water to irrigate more than the drained area. A tracer study was conducted in the constructed treatment wetland to assess residence time. Little difference was observed between the actual residence time (15.0 d) and the nominal residence time (14.5 d). This is attributed to a high length to width ratio (10:1). Annual nitrate-nitrogen and E. coli reductions by the constructed treatment wetland were 52% and 33%, respectively. Significant monthly variation was observed, and is attributed to the dynamic hydraulic and pollutant loading of tile drainage water. Total phosphorus and soluble reactive phosphorus concentrations were typically below detectable levels (0.10 mg L-1 and 0.05 mg L-1respectively) at all sampling locations. Reservoir water quality exceeded irrigation water quality guidelines forE. coli (100 CFU 100 mL-1) during summer months and is attributed to environmental factors. At a cost of approximately $50,000 ha-1 the system may require economic incentives or drainage water disposal regulations before it can be adopted by farmers.
机译:湿地 - 储层废水处理和再利用系统是一个在农场构建的综合水管理系统,以节约用水,帮助减轻农业排水的水污染。本研究评估了新斯科舍省的这种系统,并为调整其位置,设计,施工和运作提供了寒冷气候的建议。 2007年11月和2009年1月之间收集了水质,液压和气象数据。该系统每年收集约15500立方米(8700 M3 HA-1),可能足够的水以灌溉的多于排水区。在构造的治疗湿地进行了一个示踪剂研究以评估停留时间。在实际停留时间(15.0d)和标称停留时间(14.5d)之间观察到几乎没有差异。这归因于高长度为宽度比(10:1)。由构造的治疗湿地的每年硝酸盐 - 氮和大​​肠杆菌减少分别为52%和33%。观察到显着的月度变化,归因于瓷砖排水水的动态液压和污染物负荷。在所有取样位置处,总磷和可溶性反应性磷浓度通常低于可检测水平(0.10mg L-1和0.05mg1-1的L-1)。储层水质超出灌溉水质指南。夏季,大肠杆菌(100 CFU 100 ml-1),归因于环境因素。在农民采用之前,系统可能需要大约50,000万公顷HA-1,该系统可能需要经济激励或排水的水处理条例。

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