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• <br /> Soevice Type :Vertical Rectangular Orifice <br /> ntrol Elevation (ft) : 82.22 <br /> ngth(in) : 1.00 <br /> Wight(in) : 1.05 <br /> ientation :Vertical <br /> 1Tibow : No <br /> - <br /> •***********"*******FLOOD FREQUENCY AND DURATION STATISTICS******************* <br /> • SCENARIO: PREDEVELOPED <br /> Ember of Subbasins: 1 <br /> mber of Links: 0 <br /> • <br /> >. SCENARIO: POSTDEVELOPED <br /> umber of Subbasins: 1 <br /> mber of Links: 1 <br /> • <br /> V * Link: New Structure Lnk1 ********** Link WSEL Stats <br /> SELFrequency Data(ft) <br /> ecurrence Interval Computed Using Gringorten Plotting Position) <br /> -Tr(yrs) WSEL Peak(ft) <br /> 1.05-Year 80.453 <br /> •1.11-Year 80.772 <br /> 1.25-Year 81.119 <br /> W2.00-Year 82.132 <br /> •3.33-Year 82.783 Water surface elevations <br /> 5-Year 83.362 <br /> • 10-Year 83.396 <br /> 25-Year 83.423 <br /> S 50-Year 83.426 <br /> •100-Year 83.428 <br /> • <br /> -R**********Groundwater Recharge Summary************* <br /> echarge is computed as input to Perind Groundwater Plus Infiltration in Structures <br /> • Total Predeveloped Recharge During Simulation <br /> •odel Element Recharge Amount(ac-ft) <br /> �bbasin: Subbasin 1 39.107 <br /> �otal: 39.107 <br /> • Total Post Developed Recharge During Simulation <br /> !Model Element Recharge Amount(ac-ft) <br /> •bbasin:Subbasin 1 0.000 <br /> nk: New Structure Lnk1 0.000 <br /> .otal: 0.000 <br /> atal Predevelopment Recharge is Greater than Post Developed <br /> Average Recharge Per Year, (Number of Years=158) <br />•redeveloped: 0.248 ac-ft/year, Post Developed: 0.000 ac-fUyear <br /> *****"**Water Quality Facility Data************* <br /> SCENARIO: PREDEVELOPED <br /> altumber of Links: 0 <br />• <br />• SCENARIO: POSTDEVELOPED <br /> number of Links: 1 <br /> S <br /> 0 <br /> • <br />