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<br />. <br /> <br />. <br /> <br />17. ST.\TntF.NT 0F SCU,NTTFTC AND ECONOmC HlcSII1.TS F011 <br />lJS~ IN rHI;I'ARING VOl.U~1E A lJl' IIl'l:miINI; hiHlI'A'- ""VTEW --C,,"Lill~c1 fn"" '''I'm '1-1~IJ/, <br /> <br />Name(s) C. T. Jenkins <br /> <br />Di.v i R ton <br /> <br />WRIl <br /> <br />Rrnnch Colnrndn Of RI r i ('t <br /> <br />Official nddr('ss llSCSt Illdr,. 25, F~l1('rnl C('nl"f.'r, O"nvf"r, Cnlo. ROZ25 <br /> <br />Project No. and Title Colo-I('-C - lIy,lrnlor,y nf ,J,,, Arbu""" River volley, r,,1nnu r,I'y <br />to Sllllr;> J lllr.. <br /> <br />State <br /> <br />Colorado <br /> <br />CO\lnt.y f\f.'nt. Crowley. Otero, Prowere. and r,,('h I n <br /> <br />Summary of New Techni,!uc DeveTope" to net"Tmine Strpam Il"l'l"tton by PumpioK W"l1" <br /> <br />Another study tn progress ahows that An ann log model can be used wIth the <br /> <br />techniques to improve the computed results. The Arkansas VAlley model wns 8'"rps8",1 <br /> <br />at 266 points to dptermine the intpr,r.1ted effects on streAm depletion of irr"r,ulnr <br /> <br />impenneable boundaries, stream meanders, areal variations in aquifer properties and <br /> <br />distance from the stream. These points were the basis for constructing a map showing <br /> <br />lines where the effect on the stream is eqllsl. Thus by applying the techniques using <br /> <br />the map values, the computed values of stresmflow depletion are more realistic than <br /> <br />those computed using the highly restrictive assumptions of uniform water-bearing <br /> <br />properties and idealized boundaries. <br /> <br />1142 <br /> <br />., <br /> <br />2 <br /> <br />PP 600-A (Annual Review) 1968 <br /> <br />",. <br />