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<br />~ <br />l;.O <br />o <br />0') <br />correspond, then the rating should be adjusted and the <br />adjusted rating could then be used (IS ,~ guide when <br />applying the method in areas similar to the gaged one. <br />If " team of classifiers arc going to survey an area. it <br />'would be well that all members agree on their inter. <br />p['Ct<'~tion of the characteristics used to rate the factors. <br />This should pre"ent wide differences between sediment. <br />yield estimates made by two or more classifiers who <br />ra te similar arens. <br />The regression coefficients (slopes of the dashed lines <br />in fig. 2) are not significantl.v different for Xew )Iexlco <br />and .Wyoming watersheds, but the coefficient for the <br />Badger Wash watersheds is significantly different from <br />the other two at both the 1- and j-percent le,'els. The <br />most Iikel~' reason for the different slope for the Badger <br />'Vash relation is the magnitude of thc point near the <br />upper end of the line in figure :2.4. The estimated sedi. <br />ment yield represented b~' that point is more than 1. <br />acre. foot per square mile larger than the measured <br />sediment yield, nnd this causes the upper end of the <br />line to be lower. <br />Scatter about the regression line is greatest for the <br />Wyoming sites (fig. 2C). It is the 'llithor's belief that <br />much of the scatter is due to the dillkulty in el'aluating <br />the sediment-transport factor. Ther~ arc acti,'e flood <br />, plains, particularly in the lower reaches of many of thc <br />'\')'oming \~ntershcds cxamincd. It is apparent that <br />S<!diment is being trapped by the grass co"er on the <br />flood plains, but it was difficult to judge hOlY much <br />sediment was retained and how Illuch mo"ed OJ! to thc <br />rcsen'oirs. This difliculty partly accouuts for the csti, <br />mated sediment yields being g~ater than measured <br />S<!diment ~'ield for about half of the poims in figure 2C. <br />The two poiuts at tbe lowet. right in figure 2(' are <br />for rescr\'oirs that were kno\\'l1 to spill large nmounts <br />of wilter, and the recorded sediml'nt,yield figures for <br />them are probably too low. For the two watersheds rep- <br />rcscntedby the upper two points 011 the left side of <br /> <br />., <br /> <br /> <br />SHOWN <br /> <br />B249 <br /> <br /> <br />fi:n'1'(' 2('. it appeared that the present.day sediment <br />yichl was ll1uch less than tbat, sho\~n by the reservoir <br />I'cent.c!s. which wcre obtained prior to 1950. These <br />watersheds arc probably grazed less intensi,'ely 1I0W, <br />resulting in lo\~er sediment yields than during the <br />period of record. <br /> <br />REFERENCES <br /> <br />Burkham. D. E., 1006. Hrdrology of CornacId Wash area. and <br />~tf'~ts of Jnnd-tr(>n.tment L>racticps. Sandor41 Countr. <br />X. )lex.. 1ro1...oo: t'.S. Geol. Surrey \\'ater,Sl1pplr Paper <br />1831. 51' I'. [1001'J, <br />. tuller. R. C.. 1001. Hydrology of litock.w:tter reser,'o(r:i in Cp- <br />per ChE'rE'nn~ River uasin: FS. Geot. Sun-ey 'YntE>f-Supply <br />Paller 1.j,'l1-A. 136 p, <br />Enlils. R. A.. nud Lo\'E". R. :\1.. 103f, The stell poh'lt method of <br />S:lwpJing-a practical tool in range research: Jour. Ra.cge <br />).rn.n.Qg~ment. y, 10. }\. ~S-212. <br />H:1dley, n. F.. :'Iud Schumm. S. .\... 1001. ::iediUleut' sourC'€-s aUt\ <br />drainnge-lJasiu. ~ha.ractet'istics in upper Cheyenne Ri'\"e:r <br />basin: r~.s. Ge-ot. Sune)' W'nter-Supply Paper 1531-B. <br />108 p. <br />Kin;. X.J.. lO,jO. Hydrologic data. Wled Ri,'er aDd Fifteen <br />:'I1i1e Creek basins. "-.roming. 1{}.,l';"-;H: CS. GeoL Snn-e.,", <br />"Yater-Supply Pnpe'r 14i~_\. +-l p. <br />Lusoy, G. C., Turner. G. ToO Thompson, J. R.. and Reid,' '-. H., <br />1063. HnIrologle <1n<1 lriotic characteristics o( g>r<1zect and <br />tingrnze<l w:ltersheds Dt 'tile Badger Wrtsll lH1:sil1 i'n 'Testern <br />Colorndo. l!)~;jS:. 1'.:$. Geo1. SUrrer Water-S.upplr 'Prtper <br />1532-B. 1'3 p. <br />Pacific Soutlnl"est rllter-~\!;ellcy Committet'o 100~. Report all <br />(actors affecting ~edjJUpnt yield iu tlJe Pacific $Ql1tltwes:t <br />are:.l: Wattor )1.lJl:.J;::'t'ment i:'lIi1('ommitte-t>. ~e<linI(>-nr'ntioll <br />T~sk Force. 10 p.. ~ t<lules. <br />l'Nerson, H. ".. l~. HydroloIT ot ~mrtll watersheds ill '".esr~ <br />ern States: {-.S. Ge-ol. ~ul";ey U'nter.Supply Pnper 147,j..-I, <br />p. 217-356.' . <br />r,s;. DEopartmE'1lt 1)( Comroerc(>., l~. .Climatological' <lnto.-:... <br />.\:nou31 .sUWOlury tor' "-rolDing: ,'. j7, no. 13. , <br />r:.s. ".ellt~er D~re:1u. 100i'. Xormnf annual precipit:llioH and <br />normal- :\!ar-8E'pteuiber precipit:ni~n [Xe\\' .llexico]: Iso- <br />hsetolm:1p pretHlre<l hy Ihe Water-Supply Forecast ('enter.. <br />W~stern. Region. ~nlt' f.nke CitY'. t"bh. for En'YirohmNlt:ll <br />Sci. Sen'. Adn>. <br /> <br />~ <br />