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Climate and Management Alternatives in Snake River Basin . Nathan VanRheenen and Richard N. Palmer Dept. of Civil and Environmental Engineering University of Washington. Goals of Research. How can the potential impacts of climate change be best mitigated?
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Climate and Management Alternatives in Snake River Basin Nathan VanRheenen and Richard N. Palmer Dept. of Civil and Environmental Engineering University of Washington
Goals of Research • How can the potential impacts of climate change be best mitigated? • Goal 1: Develop a model that provides a “constrained optimal” management strategy for Snake River Basin users • Goal 2: Incorporate Mid-range forecasts into optimization to guide operations New starting point for policy-makers • Optimization Model of SRB (SIRAS) can serve to illustrate upper bound of benefits associated with management
SIRAS • Considers • Major surface water features • System uses • e.g., flood control, irrigation, fish, hydropower • Groundwater impacts • 8 major irrigation districts • Economic Objective Function
SIRAS - Approach • LP/SLP Decomposition • Objective Function • Weekly timestep • Maximize Z = Agriculture profit ($) + Hydropower profit ($) - Flood damages ($) - Environmental Target Penalties • Subject to • Inflows, PET • Water rights • Groundwater availability • Farmland availability, crop values and costs, irrigation efficiency • Energy demand and rates • Infrastructure limitations (reservoir and powerplant capacity, etc.) • Network flow constraints
Changes in Mean Temperature and Precipitation or Bias Corrected Output from GCMs SnakeSim Operations Model VIC Hydrology Model SIRAS Optimization Model
SnakeOpt – Decomposition Approach • Run model from 1950-1992 • Rolling 5-year window • Step 1 • Maximize over 5 years (260 mo.) • Extract conditions at week 52 • Redefine constraints • Rerun first 52 weeks to determine first year model optimum • Step 2 • Move to 2nd 5-year window • Redefine constraints with Step 1 end conditions • Proceed with 2nd window as per Step 1
SIRAS Approach – LP/SLP Decomp Year 1 Year 2 Year 3 Year 4 Year 5 End Storage Total Power Irrig Area GW Response GW Response Step 1: Optimize over 5 years Step 2: Extract year 1 ending conditions Step 3: Redefine conditions as constraints End Storage Step 4: Optimize year 1 only with new constraints Step 5: Initialize year 2 starting storage and gw responses Step 6: Move to next rolling 5-year block and repeat Steps 1-5 Year 2 Year 3 Year 4 Year 5 Year 6
81 87 89 95 79 83 82 84 86 90 94 78 91 93 96 80 88 85 92 SIRAS Approach – LP/SLP Decomp 1971-1975 1972-1976 1973-1977 1974-1978 1975-1979 1976-1980 1977-1981 72 73 71 74 75 76 77
Mid-term Optimization • Forecasting system offers opportunities for informed and science based decision making • Mid-range forecasts provide improved river forecasts • Operating suggestions can be updated as conditions change over the season • Economic objective functions can be modified • Operation relationships of Snake relative to Columbia River can be evaluated
Integration • Integration will occur at several levels • Output of optimization model will be more fully tested in SnakeSim to test robustness • Water Markets research effort will provide realistic constraints on transfers • Long-term forecasts will be incorporated into optimization model