Abstract
Relations between rain- and runoff depths were developed using the traditional linear regression model as well as a new continuous model. Both models compute runoff from impervious surfaces in the same way. Calculation of runoff from semipervious surfaces accounts for infiltration through cracks, percolation from a sublayer and evaporation during dry weather. These phenomena are related to water content of the sublayer. The 10 parameters in the continuous model are calibrated and show values in good agreement with data from the literature. The continuous model fits the measured runoff depths somewhat better for the largest runoff events. Rain intensity - duration - frequency curves have been computed. Peak flow statistics are compared with rain intensity. -from Author
Cite
CITATION STYLE
Jensen, M. (1990). Rain-runoff parameters for six small gauged urban catchments. Nordic Hydrology, 21(3), 165–184. https://doi.org/10.2166/nh.1990.0013
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