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Management of Urban Runoff and Wastewater in the Oslofjord Area      Urban Runoff  Wastewater  Oslofjord Area        font style='font-size:12px;'> 2009/10/29
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...
Urban Runoff Peak Frequency Curves      Urban Runoff Peak  Frequency Curves        font style='font-size:12px;'> 2009/10/28
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...
Base Catchment Modeling in Urban Runoff Simulation      Base Catchment Modeling  Urban Runoff Simulation        font style='font-size:12px;'> 2009/10/26
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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