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<br />01'\1024 <br />II..) 2.. <br /> <br />Study Prooedure, (Cont.) <br /> <br />( <br /> <br />a. balanoe was supplied: from reservoir inflow' <br /> <br />" <br />/ <br />( <br /> <br />where available. <br /> <br />/', <br />b. (and,/ reservoir inflow was insufficient to supply <br /> <br /> <br />balance. the deficiency was made up from reservoir <br /> <br />~ <br />( , <br /> <br />withdrawals, When available. <br /> <br />c.~) reservoir inflowwaB' insufficient and no <br />, / <br />~_/ <br />storage was available. direct flow: conditions: <br /> <br />prevailed. <br />,..'-I <br />d. (~d/inflow: was in excess of the required ba.lanoe. <br />i / <br />\...--" <br /> <br />remainder' was considered stora~le. Storable amounts. <br /> <br /> <br />along with any water previously in storage, were <br /> <br />subject to evaporation los~c~ and spillB~ <br /> <br />Stateline flows of usable vmter were maint~ined equal, to Distriot <br /> <br />67 diversions in all months, When water was. being released from: the <br /> <br />reservoir, except when reservoir water was. insufficient to supplement <br /> <br />looal supplies: to the extent of all needs,; for water. When the latter <br /> <br /> <br />~ft'dtt&h"'prevailed. amounts of reservoir water arriving at the Stateline <br /> <br />" fH'!A< ' <br />>'!9.:S-ooiiij;mted from the oalculation made to determine the portion of the; <br /> <br />month releases oould be made from the supply available. Stateline supplies: <br /> <br />were filled out of usable aooretions 0.$ f~r as possible, then from water <br /> <br />released fram Caddoa. lfuenever there was no storage in Caddoa. amounts <br /> <br />orossing the State line were assumed to be the same as historic quantities. <br /> <br />Usual engineering methods were ~pplied to carry out the above <br /> <br />prooedure.. <br /> <br />..15... <br /> <br />i, <br /> <br />';~', ' <br />