Download KModSim: River Basin Management Decision Support System User
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For power plants with constant tailwater elevation; i.e., based on elevation of the power plant, mean effective head H it is calculated as: ( ) H it = 0.5 ⋅ Ei ( Sit ) + Ei ( Si,t +1) − EPi (11) where EPi is power plant elevation (Plant Elevation Type: Constant) and Ei ( Sit ) is water surface elevation at the beginning of period t as interpolated from the areacapacity-elevation table for reservoir i. For power plants influenced by tailwater elevations: ( ) H it = 0.5 ⋅ Ei ( Sit ) + Ei ( Si,t +1) − TWi (Qit ) (12) where TWi ( Qit ) is tailwater elevation interpolated from the outflow-elevation table for reservoir i (Plant Elevation Type: Variable). Energy Generation. On-peak energy generation (MWH) is calculated as: Eitp = Pit ⋅ ΔTitp (13) Qit where ΔTitp is total hours of on-peak generation in time period t, entered into the Power form under the Reservoir Node Properties form by clicking the Generating Hours. ΔTitp Off-peak energy is calculated as: Eito = Pit ⋅ (ΔTt − ΔTitp ) (14) where ΔTt is the total number of hours in period t. The Power form also includes a check box: Peak Generation Only, which when checked signifies that all discharges from the reservoir are assumed to occur only during the on-peak hours of generation. In effect, discharge rate during the on-peak hours only is now: 38