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To alleviate the pollution in the Oslofjord region it is planned to transport wastewater to a central treatment plant by a 35 km tunnel system. The objective of the study was to analyze the conseque...
Runoff peak frequency curves were derived from runoff flows observed in an urban test catchment and from runoff flows simulated for storms selected from two rainfall records. The first record, of a ...
In the initial stages of drainage systems planning and for independent tests of advanced runoff model performance there is a need for a simple point flow model. In these cases a method is proposed w...
The selection of numerical model and the transformation of catchment data into 'input data' are two fundamental problems in urban runoff simulation. They are discussed from a general point of view. ...

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