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r <br /> Y <br /> Scenario Predeveloped Compliance Subbasin: Subbasin 1 <br /> Scenario Postdeveloped Compliance Link: New Structure Lnk2 <br /> *** Point of Compliance Flow Frequency Data*** <br /> Recurrence Interval Computed Using Gringorten Plotting Position <br /> Predevelopment Runoff Postdevelopment Runoff <br /> Tr(Years) Discharge(cfs) Tr(Years) Discharge (cfs) <br /> 2-Year 2.208E-02 2-Year 8.546E-03 <br /> 5-Year 3.793E-02 5-Year 1.006E-02 <br /> 10-Year 5.559E-02 10-Year 1.115E-02 <br /> 25-Year 7.845E-02 25-Year 1.281E-02 <br /> 50-Year 0.113 50-Year 1.304E-02 <br /> 100-Year 0.134 100-Year 1.347E-02 <br /> 200-Year 0.136 200-Year 1.395E-02 <br /> ** Record too Short to Compute Peak Discharge for These Recurrence Intervals <br /> **** Flow Duration Performance **** <br /> Excursion at Predeveloped 50%Q2 (Must be Less Than or Equal to 0%): -9.6% PASS <br /> Maximum Excursion from 50%Q2 to Q2 (Must be Less Than or Equal to 0%): -9.6% PASS <br /> Maximum Excursion from Q2 to Q50 (Must be less than 10%): -92.3% PASS <br /> Percent Excursion from Q2 to Q50 (Must be less than 50%): 0.0% PASS <br /> MEETS ALL FLOW DURATION DESIGN CRITERIA: PASS <br />