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Hydrologic Impact Assessment of Land Cover Change and Stormwater Management Using the Hydrologic Footprint Residence
Authors:MH Giacomoni  R Gomez  EZ Berglund
Institution:1. Department of Civil and Environmental Engineering, University of Texas at San Antonio, , San Antonio, Texas, 78249;2. BCCK Engineering, Inc., , Midland, Texas, 79705;3. Department of Civil, Construction, and Environmental Engineering, North Carolina State University, , Raleigh, North Carolina, 27695
Abstract:Urbanization impacts the stormwater regime through increased runoff volumes and velocities. Detention ponds and low impact development (LID) strategies may be implemented to control stormwater runoff. Typically, mitigation strategies are designed to maintain postdevelopment peak flows at predevelopment levels for a set of design storms. Peak flow does not capture the extent of changes to the hydrologic flow regime, and the hydrologic footprint residence (HFR) was developed to calculate the area and duration of inundated land during a storm. This study couples a cellular automata land cover change model with a hydrologic and hydraulic framework to generate spatial projections of future development on the fringe of a rapidly urbanizing metropolitan area. The hydrologic flow regime is characterized for existing and projected land cover patterns under detention pond and LID‐based control, using the HFR and peak flow values. Results demonstrate that for less intense and frequent rainfall events, LID solutions are better with respect to HFR; for larger storms, detention pond strategies perform better with respect to HFR and peak flow.
Keywords:hydrologic footprint residence  land cover change  urbanization  stormwater management  cellular automata  low impact development  sustainability  smart growth  detention pond
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