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12 <br /> 0 <br /> 0 <br /> m <br /> 0 <br /> D <br /> --i <br /> is water in storage in Caddo*, it is assumed that additional =' <br /> diversions and uses nay be made upstream to the extent of <br /> the water supply available for additional diversion. We 0 <br /> also assumed that the ditches in Oistriot 67 °gull call for <br /> the release of water in accordance with their irrigation rem <br /> gairements, which we atteapted to calculate on the basis of NI <br /> the lead areas irrigated, the.amounts of water bleter#osU.y <br /> diverted by them at times when water was available for diver <br /> sien, and the varying amounts of rainfall that helped to supply <br /> the water requirements. We worked up a so.ca,7.led sab.dulee of <br /> diversion requirements for those ditdhes, <br /> New, we msl cula ted the amounts of water at Caddo& as <br /> so depleted by these upstream diversions. We calculated the <br /> amount at water in a usable 'type that asarues to the river <br /> below Caddo& from there to the state line. We assumed that re.. <br /> leases were being made from Caddd©a for diversion by the ditehes <br /> in District 8?, that sufficient additional water would be re. <br /> leased which would make the flow together with aeoretiess be. <br /> low oaddiea at the state line available for diversion by the <br /> ditches in Kansas equal to the aggregate of the diversions <br /> then being made in Iistriot 6?. we estimated the amounts of <br /> water that would be lost by reason of evaporation from the <br /> water surface in the reservoir tend from the adjoining silted <br /> areas over which we believe at times there will be growths of <br /> vegetation that will further Rztend the amount of water loss <br />