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Appropriateness of SWMM for designation of flows for small areas
A state environment agency wrote the following comment regarding SWMM to defend its use of a volumetric criteria (rainfall volume x area) for stormwater quality design:
"Finally, common hydrologic models (e.g. TR-55, TR-20, and SWMM) cannot accurately predict flows from common small storm events or small sites."
Any takers care to discuss ?
Graham Bryant
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