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TODAY’S DISCUSSION ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
METHODOLOGY ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
METHODOLOGY ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
METHODOLOGY 6 Hour Nested Event (3.00 inch)
METHODOLOGY 5 Day Nested Event (8.75 Inch) P=0.5” P=5.0” P=1.8” P=0.95” P=0.5”
METHODOLOGY Pre Development Flow Rates
METHODOLOGY Post Development  Unmitigated Flow Rates
METHODOLOGY Traditional Detention Basin Control ,[object Object],[object Object],[object Object],[object Object],Adjust Stage/Discharge Relationship Adjust Stage/Storage Relationship Match Pre Development Flow Rates?
METHODOLOGY Control With LID (Flow Through Planters) ,[object Object],[object Object],[object Object],[object Object]
RESULTS Comparison of Peak Flow Control (cfs)
RESULTS Comparison of Peak Depth and Volume Stored 1.63’ 1.86’ 5.71’ 6.01’ 1.72’ 1.26’ 6.67’ 5.28’
RESULTS Comparison Footprints and Impact on Land Use
RESULTS Comparison of Draw-Down Time
RESULTS Comparison of TSS Removal Efficiency
OTHER CONSIDERATIONS  LID Through Dispersion
OTHER CONSIDERATIONS Typical Roadway: Dispersion Void Space ``
OTHER CONSIDERATIONS Roadway LID: Dispersion Void Space
OTHER CONSIDERATIONS
OTHER CONSIDERATIONS   High Density/Commercial Impact on Land Use ,[object Object],[object Object],[object Object]
OTHER CONSIDERATIONS ,[object Object],[object Object],[object Object],[object Object],[object Object]
Conclusions ,[object Object],[object Object],[object Object]
Questions

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