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• W2897957767 abstract "This chapter investigates the extent to which water sensitive urban design (WSUD) can be used for the management of flooding and peak flows in urban catchments. It provides background to the reader regarding the intent of WSUD for flood and flow management, followed by a discussion of key drainage principles, including how WSUD can be incorporated into them. Finally, the chapter presents peer-reviewed case study literature, which has examined the effectiveness of WSUD measures to manage flooding and peak flows. In most statements of WSUD principles, it is generally understood that WSUD is intended to contribute to peak flow management and flood control for small and frequent storms. Literature broadly supports the effectiveness of WSUD measures for frequent storms (i.e., up to 2-year average recurrence interval events). “Natural flow management” and “Sponge Cities” are two design philosophies very much related to WSUD, and are intended to reduce flooding and peak flows from larger, less frequent storms at the broader catchment scale. However, the success of these concepts is yet to be confirmed. Broadly speaking, the mitigation of flooding and peak flow rates by WSUD systems is through the incorporation of detention or retention processes. Detention stores water temporarily for controlled release downstream through an orifice outlet or weir, whereas retention reduces runoff volume by storing water for on-site disposal through processes such as reuse, infiltration, and evapotranspiration. The critical parameters for all WSUD storage mechanisms to mitigate peak flow and flooding are storage size, the portion of catchment impervious area connected to the storage, and the rate at which the storage is emptied. Notwithstanding the focus in the literature on WSUD system performance for volume reductions and water quality, the effectiveness of WSUD for flood and peak flow management has not been extensively measured in the field. Rather, case studies reporting the performance of WSUD to mitigate flooding and peak flows are largely based on computer simulation. Simulation is a valid technique, but it has generally been limited to design (synthetic) storm events. It is also lacking in sensitivity analysis of the key parameters described earlier—storage volume, connected impervious area, and emptying rate. In particular, research tends to assume that storages are empty prior to design storm simulation, which can overestimate actual performance. Nonetheless, the review indicates that WSUD can contribute to flood and flow management for frequent storms. It is recommended that research continue into this aspect of WSUD, particularly focusing on continuous simulation processes and the study of observed runoff and flooding data prior to, and following WSUD implementation." @default.
• W2897957767 created "2018-10-26" @default.
• W2897957767 creator A5036209061 @default.
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• W2897957767 date "2019-01-01" @default.
• W2897957767 modified "2023-09-24" @default.
• W2897957767 title "Flood and Peak Flow Management Using WSUD Systems" @default.
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• W2897957767 doi "https://doi.org/10.1016/b978-0-12-812843-5.00006-x" @default.
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