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<br />viii <br /> <br />..,~ <br />::~:. .~: <br /> <br />TABLE <br /> <br />PAGE <br /> <br />Cd, <br /> <br />9 <br /> <br />COMPARISON OF HISTORIC DIVERSION <br />SHORTAGES THAT WERE DETERMINED FROM <br />THE RESERVOIR OPERATION SIMULATION <br />USING A MAXIMUM RELEASE RATE FOR EACH <br /> <br />MONTH . . . . . . . . . . . . . . . . <br /> <br />. . 73 <br /> <br />w <br /> <br />~ <br /> <br />10 COMPARISON OF HISTORIC IRRIGATION SEASON <br />STATELINE FLOW WITH THE IRRIGATION <br />SEASON STATELINE FLOW THAT WAS <br />DETERMINED FROM THE RESERVOIR OPERATION <br />SIMULATION USING MAXIMUM RELEASE RATE <br />FOR EACH MONTH. . . . . . . . . . .. .. 74 <br /> <br />11 COMPARISON OF DIVERSION SHORTAGES WITH <br />AND WITHOUT GREAT PLAINS INFLOW THAT <br />WERE DETERMINED FROM RESERVOIR <br />OPERATION SIMULATIONS USING THE MAXIMUM <br />RELEASE RATE EQUATION . . . . . . .. .. 75 <br /> <br />12 COMPARISON OF DIVERSION SHORTAGES WITH <br />AND WITHOUT GREAT PLAINS INFLOW THAT <br />WERE DETERMINED FROM RESERVOIR <br />OPERATION SIMULATIONS USING A MAXIMUM <br />RELEASE RATE FOR EACH MONTH. . . . 76 <br /> <br />13 RIVER FLOW INTO JOHN MARTIN RESERVOIR 77 <br /> <br />14 NOVEMBER THROUGH MARCH DIVERSIONS AT THE <br />FORT LYON CANAL HEADGATE FOR DELIVERY <br />TO THE GREAT PLAINS RESERVOIR SYSTEM. .. 78 <br /> <br />15 HISTORIC DIVERSIONS BY DITCHES IN WATER <br />DISTRICT 67 .. .......... .. 79 <br /> <br />16 ADJUSTED HEADGATE DIVERSION REQUIREMENTS <br />OF DITCHES IN WATER DISTRICT 67 " " 80 <br /> <br />17 HEADGATE DIVERSION SHORTAGES IN WATER <br />DISTRICT 67 . . . . . . . . . . . . . . . . 81 <br />