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• <br /> WSEL Frequency Data(ft) <br /> (Recurrence Interval Computed Using Gringorten Plotting Position) <br /> Tr(yrs) WSEL Peak (ft) <br /> 1.05-Year 560.958 <br /> 1.11-Year 561.109 <br /> 1.25-Year 561.300 <br /> 2.00-Year 561.752 <br /> 3.33-Year 562.087 <br /> 5-Year 562.464 <br /> 10-Year 562.983 <br /> 25-Year 563.520 <br /> 50-Year 563.523 <br /> 100-Year 563.525 <br /> ********** Link: POC ********** Link Inflow Frequency Stats <br /> Flood Frequency Data(cfs) <br /> (Recurrence Interval Computed Using Gringorten Plotting Position) <br /> Tr(yrs) Flood Peak (cfs) <br /> 2-Year 2.115E-02 <br /> 5-Year 2.684E-02 <br /> 10-Year 3.006E-02 <br /> 25-Year 7.580E-02 <br /> 50-Year 9.057E-02 <br /> 100-Year 9.801E-02 <br /> 200-Year 0.110 <br /> ***********Groundwater Recharge Summary ************* <br /> Recharge is computed as input to Perind Groundwater Plus Infiltration in Structures <br /> Total Predeveloped Recharge During Simulation <br /> Model Element Recharge Amount (ac-ft) <br /> Subbasin: City ROW 21.880 <br /> Link: POC 0.000 <br /> Total: 21.880 <br /> Total Post Developed Recharge During Simulation <br /> Model Element Recharge Amount(ac-ft) <br /> Subbasin: City ROW 0.000 <br /> Link: Tank 0.000 <br /> Link: POC 0.000 <br /> Total: 0.000 <br /> Total Predevelopment Recharge is Greater than Post Developed <br /> Average Recharge Per Year, (Number of Years= 158) <br /> Predeveloped: 0.138 ac-ft/year, Post Developed: 0.000 ac-ft/year <br />