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/haimp, in terms of number, maximum concentrations and duration of overflows, generally not guaranteed only with overflow devices

P CALABRO', VIVIANI G (2006). Simulation of the operation of detention tanks. WATER RESEARCH, 40(1), 83-90 [10.1016/j.watres.2005.10.025].

Simulation of the operation of detention tanks

VIVIANI, Gaspare
2006-01-01

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/haimp, in terms of number, maximum concentrations and duration of overflows, generally not guaranteed only with overflow devices
2006
P CALABRO', VIVIANI G (2006). Simulation of the operation of detention tanks. WATER RESEARCH, 40(1), 83-90 [10.1016/j.watres.2005.10.025].
File in questo prodotto:
File Dimensione Formato  
Simulation_of_the_operation.pdf

Solo gestori archvio

Dimensione 4.08 MB
Formato Adobe PDF
4.08 MB Adobe PDF   Visualizza/Apri   Richiedi una copia

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10447/10875
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 52
  • ???jsp.display-item.citation.isi??? 37
social impact