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<br /> <br />because ,the adjustments can easi~ be made. <br /> <br />MR. A. P. DAVIS: Yes, that is true. <br /> <br />MR. CAI.Dv}EIL: And inasmuch as the natural, logical place <br /> <br />fer a gauging statien is abeut where it is new, I would favor <br /> <br />that location. <br /> <br />MR. HOOVER; ,Perhaps we could make it read, __ <br /> <br /> <br />MR. CAI.D\'iEL1: (Interrupting) Pardon me just a moment. <br /> <br /> <br />The fact is that ve~ soon after you leave Loe's For~ as it <br /> <br />is located now the river broaks into rapids and continues for <br /> <br />some miles down river. It is ve~ steep and it is very likely <br /> <br />that there may be a centinual changing ef the cross-section in <br /> <br />those places unless seme expensive cress section is provided, <br /> <br />some pretection fer a cress section is provided, which I think <br /> <br />wouldn't be necessa~ at all at lee's Fer~. <br /> <br />MR. A. p. DAVIS: Vlell, I recognize the difficulty of <br /> <br />accurate measurement in rapids, but in a canyon boset with <br /> <br />,~ <br /> <br />rapids thore is much less likelihood ef changing cross sections <br /> <br />than in the uppor canyon. <br /> <br />~ffi, CALDvJELL: It seems there may bo a difforence in this <br /> <br />particular section. If you j,lOuld soe the rapids I think you <br /> <br />would possibly agree that the channel changos at this point <br /> <br />notwithstanding the rapids. <br /> <br />Yill. A. P. DAVIS: They have that trouble ve~ seriously <br />now <br />whore the gauging station/is. The sand bars aro continual~ <br /> <br />.... <br /> <br />shifting, which isn't tho case at a rapid. <br /> <br />MR. CAI.DHELL: Tho rivor whore tho rapids aro now is ve~ <br /> <br />13th - S.F. <br />13 <br /> <br />107 <br />