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Management of Urban Runoff and Wastewater in the Oslofjord Area
Urban Runoff Wastewater Oslofjord Area
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...
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 ...
An Improved Rational Method for Urban Runoff Application
Improved Rational Method Urban Runoff Application
2009/10/26
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
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. ...