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<br />'" <br />~ <br /> <br />I <br /> <br />..~ <br />k:, <br /> <br />!1 <br /> <br />I <br />,f{ <br /> <br />I <br />I <br /> <br />'t'l <br /> <br />~. <br />1J{ <br />~~ <br />~. <br /> <br />~ <br /> <br />; I' <br />. . <br />, ! <br />, <br />, <br />J <br />~, <br />" <br />, <br />p <br />r <br />. <br /> <br />~'l <br />Ii; <br />'~ <br /> <br />:t <br />i:, <br />ff <br /> <br />If <br /> <br />t'- <br />':1) <br />'"....->1 <br />r.~ <br />C:_'j <br />(...:-= <br /> <br />The State of Colorado has been atterrpting to make its Rio <br />Grande Conpact deliveries to the d=stream States on a <br />daily basis. The transmission of the larger flCMS through <br />the present deteriorated channels of restricted capacity <br />has resulted in large overflo.vs throughout the flood plains <br />of the Rio Grande, the Conejos River and the San Antonio <br />River with the resultant high, nonbeneficial transmission <br />losses. The overflow in the Rio Grande flood plain has <br />also restricted the discharge of the smaller tributaries <br />and drains, causing additional overflCM and loss of water. <br />Such diminution of the rreager water supply is not a local <br />problem as it adversely affects all of the water users in <br />the Upper Rio Grande Basin.... <br /> <br />The Colorado Water Conservation Poard and the Bureau of <br />Reclamation have jointly made a preliminary evaluation of the <br />econanic feasibility of restoring the channels of the Rio <br />Grande and its tributaries in Colorado. This evaluation <br />consisted of deriving preliminary estillates of oonstruction <br />costs for restoring the stream channels; estillating the <br />annual cperation, maintenance, and replacement costs; <br />estimating the potential savings of water and the basin- <br />wide benefits resulting therefrom; deriving preliminary <br />benefit-oost ratios; and determining the expenditures <br />required for !lOre detailed studies of feasibility grade <br />investigations.... <br /> <br />In restoring the channels of the main river and tributaries, <br />the present riverbed elevations would be retained to confonn <br />with the elevation requireITents of the present irrigation <br />systems. The river channels would not be deepened because <br />they could then act as major drains, thus disturbing the <br />hydrologic balance of the practice of subirrigation in the <br />valley. " .!I <br /> <br />The reduction in water losses that would result frOll <br />channel restoration was estimated frOll the results of <br />past investigations of rates of evapotranspiration in <br />the San Luis Valley and extensive studies of reducing <br />water losses in the Rio Grande Basin above Fort Quitman. <br />The value of water savings to the basin was kept conserva- <br />tively lCM at $60 per acre-foot. This is an average <br />value of water for irrigation in the Upper Rio Grande <br />Basin derived in other Bureau of Reclamation eoonomic <br />studies. . . . <br /> <br />.!I Underlining added <br /> <br />13 <br /> <br />