Drought Management Planning at Ute Reservoir, Quay County, NM

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CONSEQUENCE MODELING – inflow staGsGcs 100,000 120,000 100,000 Storage Needed to Meet All Demand with Minimum Inflow10-‐yr Recurrance DeficitInflow (ac-‐ft)Storage Required (ac-‐ft)80,000 60,000 40,000 20,000 Minimum Average Inflow1-‐yr3-‐yr5-‐yr6-‐yr7-‐yr10-‐yr-‐1 2 3 4 5 6 7 8 9 10Minimum Annual Average Inflow Period (yrs)10,000 0.0 5.0 10.0 15.0 20.0Recurrance Interval
3790Max Storage337803770237603750CONSEQUENCE MODELING results 13740ISC Conserv<strong>at</strong>ion Pool 3741.6 ft. NAVD293743.5 ft. NAVD88<strong>Drought</strong> Stage No Action 3,742 3,765 TQCRWA 10yr2 Current37301971 1972 1973 1974 1975 1976 1977 1978 1979 1980 19810
Page 1 and 2: Drought Management Planning at U
Page 3 and 4: BASIS of PLAN Evaluate the fair
Page 5 and 6: FORMATION OF ALTERNATIVES 1. Stat
Page 7 and 8: CONSEQUENCE MODELING - model for
Page 9 and 10: CONSEQUENCE MODELING - base data
Page 11: 140000120000100000CONSEQUENCE MODEL
Page 15 and 16: EVALUATION OF CONSEQUENCES Table
Page 17 and 18: UTE RESERVOIR DROUGHT MANAGEMENT

Drought Management Planning at Ute Reservoir, Quay County, NM

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