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Peak flow reduction from small catchments using smart inlets
Published in Urban Water Journal, 2020
Nils Kändler, Ivar Annus, Anatoli Vassiljev, Raido Puust
For the second option, peak flow reduction by utilising detention tanks needs an additional tank volume up to 1803 m3. This volume is divided between seven sub-catchments. Detention tanks are calculated on the basis of modelling results, setting the objective peak outflow to 0.5 m3/s and calculating consequent volumes needed for excess flow storage. The volumes per catchment are presented in Table 3.