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2003), as recommended by Harlass and Herz (2006) can be used to calculate the water balance in urban areas with consideration to evapotranspiration losses. 6. Runoff attenuation measures. 22 Advances in Urban Flood Management ET max = ET 0 ∗ fI with ET0 fI Evapotranspiration of Standard Gras (mm/a) Factor Depending on Type of Land Use, Slope and Exposure Another example of runoff attenuation is pervious pavement, which can be installed to include a reservoir course with a void ratio designed for runoff detention.

P. et al. Urban Stormwater Management Modelling And Decision Making, Gainesville, FL: University of Florida, 1975 Kaiser, M. , Schanze, J. ) Urban River Rehabilitation Proceedings – International Conference on Urban River Rehabilitation. Technische Universität Dresden & Leibniz Institute of Ecological and Regional Development, Dresden, ISBN 3-933053-29-3, 2005 Lampe, L. et al. Post-Project Monitoring of BMP’s/SUDS to Determine Performance and Whole-Life Costs. Alexandria, VA: Water Environment Federation, 2005 LAWA (1995) Länderarbeitsgemeinschaft Wasser und Abfall, 1995 National SUDS Working Group (2003) Framework for Sustainable Drainage Systems (SUDS) in England and Wales.

It can be divided into slow and fast interflow. , 1999)). Zuidema (1985) showed that the interflow can occur in the network of macropores, soil pipes and cracks or through porous medium along an impervious layer (piston-flow). g. at hillsides) gravity can drive free soil water through the soil matrix, called matrix-throughflow (Kirkby and Chorley, 1967). Groundwater ridges can block interflow draining into wide flat valleys and direct the groundwater into the river by lifting the groundwater table (Blowes and Gillham, 1988).

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