Simulation of the operation of detention tanks

被引:40
作者
Calabrò, PS
Viviani, G
机构
[1] Univ Palermo, Dipartimento Ingn Idraul & Applicaz Ambientali, I-90128 Palermo, Italy
[2] Univ Mediterranea Reggio Calabria, Dipartimento Meccan & Mat, I-89060 Calabria, Italy
关键词
combined sewers; continuous simulation; detention tanks; overflow; stormwater quality;
D O I
10.1016/j.watres.2005.10.025
中图分类号
X [环境科学、安全科学];
学科分类号
08 [工学]; 0830 [环境科学与工程];
摘要
The performance of detention tanks with different characteristics (volume, on-line and offline 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. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:83 / 90
页数:8
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