Department of Hydraulic and Environmental Engineering, University of Pavia, Via Ferrata 1, Pavia, Italy.
J Environ Manage. 2012 Jun 30;101:33-45. doi: 10.1016/j.jenvman.2012.02.003. Epub 2012 Mar 3.
The performance of stormwater detention tanks with alternative design configurations (insertion in the storm sewer network; volume per impervious hectare) and operating conditions (continuous and intermittent emptying rules) have been evaluated according to an integrated approach. Various performance indices have been adopted to describe the mitigation of the pollution impact to the natural environment, the reduction of the management and maintenance charges for the urban drainage system, the preservation of the normal purification efficiency, and the limitation of the costs at the treatment plant. The US EPA Storm Water Management Model has been used to simulate the rainfall-runoff process and the pollutant dynamics on theoretical catchments and storm sewer networks for an individual event, as well as for a continuous run of events and inter event periods of one year recorded at the rain gauge of Cascina Scala (Pavia, northern Italy). Also the influence of the main characteristics of the urban catchment and the drainage system (area of the catchment and slope of the network) on the performance of alternative design and operating solutions has been examined. Stormwater detention tanks combined with flow regulators demonstrated good performance with respect to environmental pollution: satisfactory performance indicators can be obtained with fairly low flow rates of flow regulators (0.5-1 L/s per hectare of impervious area) and tank volumes of about 35-50 m(3) per impervious hectare. Continuous emptying guaranteed the lowest number and duration of overflows, while an intermittent operation minimised the volume sent for purification reducing the costs and the risks of impairment in the normal treatment efficiency of the plant. Overall, simulation outcomes revealed that the performance indexes are scarcely affected by the area of the catchment and the slope of the drainage network. The result of this study represents a key issue for the implementation of environmental policies in large urban areas.
已采用综合方法评估了具有替代设计配置(插入雨水下水道网络中;每不透水公顷的体积)和操作条件(连续和间歇排空规则)的雨水滞留池的性能。各种性能指标已被采用,以描述对自然环境的污染影响的减轻、减少城市排水系统的管理和维护费用、保持正常的净化效率以及限制处理厂的成本。美国环保署的雨水管理模型已被用于模拟理论集水区和雨水下水道网络上的降雨径流过程和污染物动态,包括单个事件以及在意大利北部帕维亚的卡斯奇纳·斯卡拉(Cascina Scala)雨量计记录的连续事件和事件间的一年期间。还研究了城市集水区和排水系统的主要特征(集水区面积和网络坡度)对替代设计和操作解决方案性能的影响。与流量调节器结合使用的雨水滞留池在环境污染方面表现出良好的性能:通过相当低的流量调节器流量(每不透水面积 0.5-1 升/秒)和大约 35-50 立方米/不透水公顷的水箱体积,可以获得令人满意的性能指标。连续排空保证了溢流量最小化和最短的持续时间,而间歇操作则最大限度地减少了用于净化的体积,降低了成本和工厂正常处理效率受损的风险。总体而言,模拟结果表明,性能指标几乎不受集水区面积和排水网络坡度的影响。本研究的结果代表了在大型城市地区实施环境政策的关键问题。