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<br />1 ., ," '" <br />.1...1....0 <br /> <br />27. Minimum Demand at Maxwell <br /> <br />28. Tri-County System Losses <br /> <br />29. Irrigation Diversions <br /> <br />30. Jeffrey Power Return <br /> <br />31. Johnson Power Return <br /> <br />32. Irrigation Shortage <br /> <br />33. Maxwell Diversion <br />Dam Bypass <br /> <br />34. Demand Below Maxwell <br /> <br />35. Net Sectional Gain <br /> <br />36. Flow Below Brady <br /> <br />(continued) the, m~n~mum power demand; <br />(3) set to normal power demand plus <br />losses at contents between high and <br />low, with irrigation demands greater <br />than normal power demands. <br /> <br />Average monthly seepage and evaporation <br />losses plus any storage depletions of <br />preceding month. <br /> <br />'" <br />Input data. Six canals above Overton. <br /> <br />Is the Demand at Brady minus the flow <br />bypassing Maxwell minus the Sectional <br />Gain Maxwell to Brady and if the flow <br />is greater than the Maxwell Diversions <br />(26) minus Tri-County Losses, Return <br />is equal to Maxwell Diversions (26) <br />minus Tri-County Losses (28). <br /> <br />Is the Diversion at Maxwell minus <br />Jeffrey Return minus Tri-County Losses <br />and Irrigation Diversions. If the <br />Return is less than zero, a storage <br />depletion occurs and Return is zero. <br /> <br />Is zero if there is Johnson Power <br />Return (31) or is equal to Irrigation <br />Diversions when the Irrigation Diver- <br />sions plus the negative Johnson Power <br />Return is less than zero, or is equal <br />to the zero minus Johnson Return when <br />zero minus Johnson Return is less than <br />Irrigation Diversions. <br /> <br />Is equal to the Total Flow at North <br />Platte minus Diversions at Maxwell. <br /> <br />Demand at Brady minus Sectional Gain <br />Maxwell to Brady. <br /> <br />'" <br />Input data. <br /> <br />Maxwell Bypass plus Net Sectional <br />Gain plus Jeffrey Power Return. <br /> <br />3 <br />