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<br /> <br /> <br />_.~L~'~~.,'0;~~ >.~~!Il <br /> <br />. , <br /> <br />, <br />.'.-it, ' <br /> <br />" <br /> <br />:: <br /> <br />fror> 10 to 1~ inc:.es (250 to 360 rllm) of preCipitation annually. A comparison <br />of figures 5 and 8 sho\./s tr;at the areas of large sediment yield are also <br />those areas ~h;ch receive from 10 to 14 inches (250 to 360 mm) of precipita- <br />tion annually. Sediment yields decrease eastward as precipitation increases, <br />and the smal lest sediment yields are from those areas that receive the most <br />precipitation. <br /> <br />Comparison with Estimates by Other Investigations <br /> <br />A sediment-yield map of Colorado \~as prepared by the Colorado Land Use <br />Commissicn (1913) u;'ing the Pacific South~est Inter-Agency Committee (1968) <br />or PSIAC method. Th~s me~ho~ d~velops a numeric~l rating of the potential <br />erodibi 1 ity of a watershed in ninecategories, as shown in table 3. The <br />e:-osion rate is esti'Jl.a.ted by c~nlparing the numerical score with the measured <br />_.~-. <br />erosion rate of drainage basins I.:ith a similar score. <br /> <br />'.";.=- <br /> <br />_--i--"~ <br /> <br />Sedimen~ yields were computed at the 17 qaging stations In the Yampa <br />River basin from the Colorado State~map. The percentage of a subbasin in <br />each level of erosion was determined. and then the average erosion rate for <br />the drainaqe. In order to obtain-an accurate estimate at each station, the <br />average e~osion rates must be adjusted to the drainage area. Brune (1948) <br />shov:ed that, other factors being constant, sedinent yields (Y ) vary inverse- <br />ly l'lith drainage area (/1) to the 0.15 pOl-ler: 8 <br /> <br />y <br />~ <br />y <br />'82 <br /> <br />(" ]0015 <br />.....2 <br />ex _ <br />, <br />Itl <br /> <br />The erosion rate determined by the PSIAC method appl ies to a drainage area of <br />1 mi2 (2.59 kn2). Hence, the average erosion rate (Y,) for a given drainage <br />area must be nultipl ied by <br /> <br />r ~" . ~ <br />~Il. 1:J <br />4) <br />~. . <br /> <br />to give the estimated sediment yield (Y,) at the qaginq station. <br />! I <br /> <br />A c0mparison of the sediment yields co~puted In the investigation <br />(abscissa) with the sediment yields determined by the PSIAC method (ordinate) <br />I S s h O\.:n ! n fig u r e 9. The rei s con sid era b 1 e s cat t era r 0 u n d the I i n e, 0 f <br />agreement, an~ no consistent relation between the two methods is apparent. <br />Thus, although sediment yields estimated bv the PSIAC met~od may agree with <br />the average of several nlcasured sediment yields, the PSIAC method probably <br />will not provide a good estimate of the actual sediment yield for a specific <br />location. <br /> <br />The measured sediment yields <br />i compared with the Langbein-Schumm <br />\\ mean-annual precipitation for each <br />, <br /> <br />in the Yanoa River basin also may be <br />(1958) relatio;1 sho',:n on figure 6. The <br />of the 17 subbasins was determined from <br /> <br />22 <br /> <br />