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<br />I;-....~..-...~ ' <br /> <br />nrW3SS <br /> <br />,t <br />" <br />, <br /> <br />SAN JUAN ENGINEERING COMMITTEE <br />ANALYSES OF STREAM FLOW AND USES <br /> <br />f' <br />f~ , ,; <br /> <br />I. SAN JUAN RIVER near BLANCO 1928-1956 incl. <br /> <br />Studies on an annual basis were made of the operation of the <br />potential Navajo Reservoir under three different assumptions, or <br />conditions. The assumed demands and depletions for New Mexico <br />uses were the same under each condition. These average annual <br />demands are as follows: <br /> <br />i <br /> <br />Depletion - initial stage San Juan Chama <br />Future depletion on Pine River in New Mexico <br /> <br />, <br />103,900 acre feet.; <br />i <br /> <br />1,400 <br /> <br />Diversion demands on Navajo Reservoir: <br /> <br />Navajo Project 508,000 <br />Hammond Project 23,000 <br />Municipal & Industrial 224,000 <br /> <br />Navajo Reservoir <br /> <br />Evaporation <br /> <br />39.000 <br /> <br />794,000 acre feet.; <br />, <br />" <br /> <br />The average stream depletion, or consumptive use, resulting <br />from such diversions would be as follows: <br /> <br />Initial stage San Juan-Chama 103,900 acre feet.' <br />Future depletion on Pine Riv. in N.M. 1,400 <br />Navajo Project 252,300 <br /> <br />Navajo Reservoir Evaporation <br /> <br />Total <br /> <br />6,800 <br /> <br />112.000 <br />476,400 <br />39,000 <br />515,400 <br /> <br />.", <br /> <br />Hammond Project <br />Municipal & Industrial <br /> <br />;,j <br /> <br />".t. ~i <br /> <br />-J.,- ," ".,_~ -!ti~. <br />