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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />, . <br />ooo~~t <br /> <br />TABLE 3. SUMMARY OF WIRSOS INPUT FOR POT HOOK PROJECf <br /> <br />Pot Hook Reservoir Data <br /> <br />Storage right, priority date of 6-5-59 (73,580 AF) <br />Enlargement right, priority date of 4-19-66 (100,000 AF) <br />Minimum storage volume <br />Maximum storage volume <br />Maximum primary outlet capacity to Slater Creek <br />Initial storage volume at beginning of <br />study period (70% Total) <br /> <br />Area - Capacity relationship (as developed by USBR) <br /> <br />Instream Flow <br /> <br />Instream flow requirements in Slater Creek below dam <br /> <br />Irrigation Diversion Data <br /> <br />Pot Hook Canal (canal capacity = 290 cfs) <br />Diversion right, priority date of 6-5-69, (260 cfs) <br />Enlargement right, priority date of 4-19-66 (400 cfs) <br /> <br />Two Bar Canal: <br />Diversion right, priority date of 6-5-59 <br /> <br />Boone Lateral: <br />Diversion right, priority date of 6-5-69 <br /> <br />Deer Lodge Lateral: <br />Diversion right, priority date of 6-5-69 <br /> <br />Demand Schedule: <br />100% of appropriation for May through September <br /> <br />Irrigation Use Efficiencies and Return Flow Schedules: <br />Same as Water Development Baseline <br /> <br />24 <br /> <br />= <br /> <br />60,000 AF <br />OAF <br />34,000 AF <br />60,000 AF <br />1,000 cfs <br /> <br />= <br /> <br />= <br /> <br />= <br /> <br />42,000 AF <br /> <br />= <br /> <br />24 cfs <br /> <br />= <br /> <br />260 cfs <br />30 cfs <br /> <br />= <br /> <br />100 cfs <br /> <br />= <br /> <br />16 cfs <br /> <br />= <br /> <br />23 cfs <br />