Ideally, for emission calculations long term hydrodynamic simulations shoul
d be performed,but this requires long calculation times. Simplifications ar
e consequently necessary. Due to the non-linear behaviour of sewer systems,
hydrodynamic simulations using single storm events often will not lead to
a good probability estimation of the overflow emissions. Simplified models
using long time simulations give better results if they are well calibrated
. To increase the accuracy hydrodynamic simulations with short time series
can be used. The short time series are selected from the long time historic
al rainfall series using a simplified model. To test the accuracy of these
three methods, hydrodynamic long term simulations were performed for severa
l (small) sewer systems with different characteristics to compare with. (C)
1998 Published by Elsevier Science Ltd. All rights reserved.