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<br />. <br /> <br />. <br /> <br />, " <br /> <br />cr' <br /> <br />.; roo 1 1 . <br />J.,-J.L.i- <br /> <br />31. 'Narrows Res Delivery Reqm - Narrows Reservoir delivery requirement to meet <br />project demand. Computed and equal to line 29 - lineaO. <br />32. Project Water Release - Sto - Narrows project water release from reservoir <br />storage needed to satisfy project delivery requirement. With an assumed <br />reuse factor of 24 percent only 80.6 percent of line 31 has to be released <br />to give a 100 percent supply. Computed as equal to line 31 times 0.806 if <br />storage water is available (if previous month line 25 + line 12 - line 16 - <br />line 17 - line 21 - line 3 - the minimum irrigation storage content of <br />38.2 thousand acre-feet is greate;: than line 31 times 0.806, thcn storage is <br />available). If adequate storage is not available line 32 equals the previous <br />month line 25 + line 12 - line 16 - line 17 - line 21 - line 3 - 38.2. <br />Divertible Return Flow - Divertible return flow of project water release from <br />Narrows Reservoir storage. Computed and equal to line 32 times 0.24- <br />Total Increased Diversion - Total increased'diversions below Narrows Reservoir <br />due to the project. Computed and equal to line 30 + line 32 + line 33. <br />Bypass Release Shortage - Project b~'Pass release shortage of prior water rights. <br />Computed and eqLlal to line 21 + line 17 - line 19. <br />Reservoir Release Short - Narrows Reservoir release shortage of storage water <br />to meet project demands. Computed and equal to (line 29 - line 30 - line 32 - <br />line 33) times 0.806. <br />Projeot Diversion Short - Shortage of diversion demands with project. Computed' <br />and equal to line 29 - line 34. <br /> <br /> 33. <br /> 34. <br /> 35. <br /> 36. <br />(0 37. <br />.....- <br /> <br />IL <br />'. <br /> <br />JULESBURG FLOW <br /> <br />38. <br /> <br />Historic <br /> <br />Flow at Juiesburg - Historic South Platte stre~ow at Julesburg, gage (USGS, <br />No. 7640). Represents streamflow of South Platte River into the State of <br />Nebraska. ' <br />Non-Divert Return ~lows - Non-divertible return flow from project releases. ' <br />Computed from lme 3a as 31,,9 percent time-lagged over a 12-month period. <br />With Project Flows - With Narrows Project streamflow of South Platte River at <br />Julesburg gage. Computed and equal to line 38 - line 14 + line 22 +line 20 <br />+ line 39. <br /> <br />39. <br /> <br />40. <br /> <br />" <br />