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• 9 <br />1 Table 1. Estimated Peak Disehuges Osinq TM-1. <br /> Peak Discharge (efs) <br /> Return Period Magpie Kerlin Tipple <br />~' Q2 750 2700 36 <br />r <br /> Q10 1688 4148 171 <br /> Q25 2500 5900 300 <br /> Q100 4429 9499 644 <br /> 0.528 0.336 <br />Q10 ~ 144 (AE) (S8) <br />Magpie Drainage: 2 <br />AE ~ 2.4 mi <br /> Q50 ~ 891 (AE)0.482 (SB)0.154 5B ~ 384 ft/mi <br /> Q100 ~ 1770 ()0.463 (Se)0.086 Newlin Drainage: AE ~ 12.2 mil <br /> Q500 5770 (A _)0.432 <br />E SB ~ 433 ft/mi <br /> Tipple Area: A <br />~ 0.04 mil . <br /> AE ~ Effective drainage area. E <br /> S ~ 264 <br />8 ft/mi <br /> 58 ~ Drainage basin slope. <br /> <br />