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<br />, <br />! <br /> <br />I <br />i <br />I <br />I, <br />! <br />I <br />I <br />I <br />, <br />i, <br />J <br />j .. <br />1 <br />I <br />I <br />I. <br />I <br /> <br />i <br />I <br /> <br />, <br /> <br />I <br />J <br />1 <br /> <br />, <br /> <br />Inspection of Arkansas Rlvar Streamflow Statlons <br /> <br />, <br /> <br />.An :I.~pection of tke exieting streamflow statioQ,s aDd of dtel! <br />for proposed stations on the Ark&naas River willi made AUS\lst 1-3, 1960. <br />Brief reports on alaUng c:on~lti01Ul and rOllgh etIt1matas of COl!lt for <br />rehab:l.lltet10D or luttallat:l.on are glven below. <br /> <br />Al'kaMas \llver near C001:l.dlOe. 1CaruI, <br /> <br />Ell1atiDI l!Itat1on, equippe4 w1tb redlo sage, 18 edequate, New <br />cableway .as c;omplated th:1.8 year. Addlttol,!Ull bank prot8ll~ioti may be <br />needed ln near future .. costs can be 'covered with funds flill' operation. <br /> <br />frontier ditch Dear Cool:l.4~e. lana. <br /> <br />..latln8 statlon wlth recorders OD headwater and tal1water of <br />6-foot Pall'sbAll flllM 1e edequate. Station equlpped wlth ralllo gaga. <br /> <br />,Arkans.. IU.ver at iAiDar, eo 10 , <br /> <br />1x18t1ag stacion adlllluate. Additional bank pretectiolllllllY be <br />needed at gap - costs can be covered wlth ftmd. for operation. <br /> <br />At preseDt there 10 DO observer at station and deUy reports are <br />IIDt bel118 obta1oed. It se8lllS a reUable observer couW be obta1ae4 <br />at a rate not to exceed $30 per IIIOnth. If DOt, e te1el1l1U'k should be <br />installed. Tbb wouW require a larger aheltor. Cost of te18llUlrk, <br />sbaIter, an6 :l.n8ca11atlon. $1,500, <br /> <br />Arkansas a1var below Job Martla les8rv01l:.' <br /> <br />k1et1na station edequate. Station equipped wlth te1emark. <br /> <br />\ <br /> <br />Arklll1BU River at Les .Animas, Celo. <br /> <br />\ <br /> <br />81gb-water bypau channel. aC8vated some 3 years ago, that takes <br />out of ma1n channel 500 feet upstream from gaga IIOW carr tea flow et aU <br />etasee. This lIIlIkes station vary unreUable because of tbe ever-changing <br />relation of the flow 1n the two channels, Temporary solution for low <br />and 1IIelS1U1l1 flows wouid be a send dyke at head of byp88s channel. <br /> <br />lteconnatuonce for Dew locatioD, both upstream and dowustream, <br />was made by Moor &DlI Tripp on Jul1 26 and August 3, 1960. The only <br />feae1ble site is 3c 1II11ee lSpatrelllll iu new channel COU6truc:ted. somet1me <br />after 1953. Tb1a channel should carry DOl:IIIa1 h1shwater, but the statlon <br />would be isolated 111. extreme higbwater. <br /> <br />238,1 <br />