2004
DOI: 10.14796/jwmm.r220-12
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Simulation of Urban Wet Weather Best Management Practices at the Watershed Scale

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Cited by 3 publications
(2 citation statements)
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“…HEC-HMS and HEC-RAS for steady state simulations, SWMM for dynamic simulations) are appropriate for a more detailed evaluation on a community or sub-watershed basis. More detailed modeling methods for representing development practices are described in Myers et al, 2004. To apply the methodology, a linear relationship between the runoff coefficient and imperviousness was defined according to Equation 6.2. For example, 0% imperviousness represents a runoff coefficient of 0.2 and 100% imperviousness represents a runoff coefficient of 0.8.…”
Section: Hydrologic and Hydraulic Methodsmentioning
confidence: 99%
“…HEC-HMS and HEC-RAS for steady state simulations, SWMM for dynamic simulations) are appropriate for a more detailed evaluation on a community or sub-watershed basis. More detailed modeling methods for representing development practices are described in Myers et al, 2004. To apply the methodology, a linear relationship between the runoff coefficient and imperviousness was defined according to Equation 6.2. For example, 0% imperviousness represents a runoff coefficient of 0.2 and 100% imperviousness represents a runoff coefficient of 0.8.…”
Section: Hydrologic and Hydraulic Methodsmentioning
confidence: 99%
“…In addition to improving water quality, they have also been proven to reduce the stormwater runoff volume and peak flows which enter the sewer system during intense rainfall. Studies have noted that in various urban areas, they have also been used as recreational amenities and wildlife habitats [52,53,59].…”
Section: Wetlandsmentioning
confidence: 99%