Laserfiche WebLink
<br />oor864 <br />o - AOCRl!JfIONllATA <br /> <br />t>1verflions frolll the Arkansaa River in sections thereof betwnn <br />. . ~.f~l.vu4 <br />streu gaging stations, a<<.herein. pl!ov;l.91!.ly SUllIIlIu1lled, ue _de <br />;' <br />from' total strelUllflow volumes consillting ofl (1) r1ver flows entering <br /> <br />at the head or upper end of the river section, and (2) waters entering <br /> <br />the r1ver chaDnel, vis1bly and in"f'isibl,., alongthel!iection Under cQh-, .' i.' <br /> <br />Il1deratlon. segt'egat;l.onf1fth!'tbt~(~~~~t:;~quan~1tJl[,~'~ i,f 1",l,"J) <br />/J. . A... .... rJ..<dUth.. ' '. (;ufljl . <br />soUrJ:-:-requir~analyseS 1;lld involv'7a8i1W1iptionsY'tl:t~dU1'a;ct'"""'H I by." " <br /> <br />w~c;h2-~e-ync~~. . '. . , <br />~,-~ ~. v' ' <br /> <br />~~ <br /> <br />'toW inflO'll1l at the head or upper end of the .river . seotion are <br />....ftio*4qamtitiesand incl;lidelirice~},~~of'lllIth''ihW.vet\tib3;. <br /> <br />strelllllf'lows and usable water supplies. 'frtbll.tary contribltt:l.ons, return <br /> <br /> <br />fl01fl!l, and other inflows along the section are not subject to direct <br /> <br /> <br />and complete measurement, or to accurate segregll,t1on. In addition to <br /> <br /> <br />being depleted by" ditch diversions, the total strelUllflow volltlltes are <br /> <br /> <br />alllo .,<l,,,11'1 shed by" ch81mel 108Se' incident t,o theu c?11veyanC). to,' .he <br /> <br /> <br />outflow station or place of lIleasureaent6at the lower end of the river <br /> <br /> <br />section. SI1ch conveyance losses are not subject to separate measurelllent. <br /> <br /> <br />However, the cOlllbinedeffects of 'WIIIleasured 1.nf'loWil and'WllllelUmred chUnel . <br /> <br /> <br />losses upon total streamflow volumes, ~ herein for convenience termed <br /> <br />"net accretion effects", - are subj eot to oalculation tr01l{ stre8.lllf'low <br /> <br /> <br />and diversion records. <br /> <br />Within a given .ection of river and dudng a llpecified period of time, <br />the calculated net accretion effects are the differences between the <br /> <br />volumes of I, the river inflow at the upper stati(ln, and the aum of D, <br />the diverdons from the river ehannel, plus 0, the river outflow at the <br /> <br />lower sllation. SI1ch calc-.uated differences are in part, and to an un- <br /> <br />certain extent, merely the reeult of inaccuracies recognized as inherent <br /> <br />..14- <br /> <br />", <br /> <br />.L '",',.: <br /> <br />.}. <br />,~;,~. <br />