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<br />:.....: <br />'.'-,'.:.'. <br />....J' <br /> <br />LIST OF TABLES <br /> <br />o <br />a <br />W <br />o <br />a <br />00 <br /> <br />TABLE <br /> <br />PAGE <br /> <br />1 <br /> <br />PERTINENT DATA CONCERNING THE <br />IRRIGATION DITCHES IN WATER <br />DISTRICT 67 . . . . . . . . <br /> <br />. . . . 61 <br /> <br />2 MONTHS WHEN DEMANDS EXCEEDED STORAGE <br />IN JOHN MARTIN RESERVOIR. . . . . . . . . . 64 <br /> <br />3 <br /> <br />ASSUMPTIONS REQUIRED FOR CROP <br />COEFFICIENT DETERMINATIONS. <br /> <br />. . . . . . 65 <br /> <br />4 COMPARISON OF THE WATER THAT WAS <br />USED WITH THE ADJUSTED REQUIREMENTS <br />DURING YEARS OF ADEQUATE SUPPLY . . . . . . 68 <br /> <br />5 AVERAGE DAILY UNMEASURED INFLOW INTO <br />JOHN MARTIN RESERVOIR. . . . . . . . 69 <br /> <br />6 <br /> <br />COMPARISON OF HISTORIC DIVERSION <br />SHORTAGES WITH THE DIVERSION SHORTAGES <br />THAT WERE DETERMINED FROM THE RESERVOIR <br />OPERATION SIMULATION USING THE MAXIMUM <br />RELEASE RATE EQUATION . . . . . . . . . . . 70 <br /> <br />7 COMPARISON OF HISTORIC IRRIGATION <br />SEASON STATELlNE FLOW WITH THE <br />IRRIGATION SEASON STATELINE FLOW THAT <br />WAS DETERMINED FROM THE RESERVOIR <br />OPERATION SIMULATION USING THE MAXIMUM <br />RELEASE EQUATION. . . . . . . . . . . . . . 71 <br /> <br />8 DETERMINATION OF WATER DISTRIBUTION <br />PERCENTAGES IN WATER DISTRICT 67. . . . . . 72 <br />