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蓄水池运行模拟。

Simulation of the operation of detention tanks.

作者信息

Calabrò Paolo S, Viviani Gaspare

机构信息

Departimento di Meccanica e Materiali, Universitá Mediterranea di Reggio Calabria, Via Graziella, Feo di Vito, 89060 Reggio Calabria, Italy.

出版信息

Water Res. 2006 Jan;40(1):83-90. doi: 10.1016/j.watres.2005.10.025. Epub 2005 Dec 15.

Abstract

The performance of detention tanks with different characteristics (volume, on-line and off-line arrangement) has been evaluated according to the results of a continuous simulation. The conceptual simplified model for sewer system simulation (COSMOSS) model has been used to simulate the operation of the tanks. The differences between the performance of on-line and off-line tanks and the influence of the characteristics of different catchments have been examined. According to the results of the simulations detention tanks demonstrated good performances in total suspended solids retention and this evenience can certainly help to prevent water pollution of receiving water bodies in urban areas, even if the differences between the catchments, especially regard to the first flush effect, influence the performance of the tanks. Anyway considerable good efficiencies can be obtained with tank volumes of about 30-50 m(3)/ha(imp), in terms of number, maximum concentrations and duration of overflows, generally not guaranteed only with overflow devices.

摘要

根据连续模拟结果,对具有不同特性(容积、在线和离线布置)的截留池性能进行了评估。采用下水道系统模拟概念简化模型(COSMOSS)对截留池的运行进行了模拟。研究了在线和离线截留池性能的差异以及不同集水区特性的影响。模拟结果表明,截留池在总悬浮固体截留方面表现良好,这一便利措施肯定有助于防止城市地区受纳水体的水污染,即使集水区之间的差异,特别是在初次冲刷效应方面,会影响截留池的性能。无论如何,截留池容积约为30-50立方米/公顷(英制)时,在溢流次数、最大浓度和持续时间方面可获得相当好的效率,而仅靠溢流装置通常无法保证这些指标。

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