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<br /> <br />vary uncortain on which to baso a oalculution as to what tho <br /> <br />Colorado Rivor actually flows or will flow in the noxt 20 <br /> <br />yours. <br /> <br />HR. NORVIEL: <br /> <br />From tho basis of tho arguments up to duto, <br /> <br />without committing ourselvos to it, I suggest thut we includo <br /> <br />in tho - if an avorago poriod of any kind is to bo loft in tho <br /> <br />compact - that v]o includo in it also tho minimum flow of not <br /> <br />loss than 7,000 socond feat. Not to conmdt ourselvos, but <br /> <br />7,000 socond feet at the measuring point. <br /> <br />!viR. CLRPENTER: l10rc than now flov]s? <br /> <br /> MR. NORVIEL: Including evory day in tho yoar. I will in- <br />sort tho vlOrd "constant" minimum flm, of 7,000 second foot. <br /> l1R. HOOVZR: That's to be tho avorago for the yoar? <br /> HR. NORVIEL: Not to be reduced bolow that point. <br /> HR. CJ\IJl\orELL: There is really no necessity for doing that. <br /> <br />!viR. HOOVER: \~at would that roprosont in acro foot, sup- <br /> <br />posing it novor got ovor 7,000? <br /> <br />l1R. A. P. DAVIS: About 5,000,000 acre foot annually, <br /> <br />MR. CAllivlELL: SUpposo it camo te fivo, six, or sovon <br /> <br />million acro foot annually - supposo it doos - ,iliat would bo <br /> <br /> <br />your object in roquiring that that bo a constant flow? <br /> <br />MR. NORVIEL: To avoid tho possibility of having tho rivor <br /> <br /> <br />dry up for one, two or threo yoars, which I undorstand from Mr. <br /> <br />do <br /> <br />Carponter it cannot/, in tho first place, that thoy cannot take <br /> <br /> <br />all tho vJater, that 50 por cent of it will be available in the <br /> <br />first place, and that tho establishment of a roturn floVl by <br /> <br />13th - S.F. <br />30 <br /> <br />124 <br /> <br />124 <br /> <br />. <br /> <br /> <br />.. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br />