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formulated by calculating instantaneous suspended sediment loads, Q, from point measurements of <br />discharge, Q, and suspended sediment concentration, C,, using the following equation: <br />Q,=cCSQ (1) <br />where c = 0.0864 if Ct is expressed in mg/1 and Q is expressed in m3/s. Values of Q, are thus <br />given here in metric tons per day or metric tons per year. A relation between Q and Q, was then fit <br />by eye to these individual values (Fig. 5a), with the line chosen empirically to minimize the <br />difference between observed and predicted sediment loads (Fig. 5b). In this case, the fit was <br />straightforward because the data follow a simple log-linear trend. <br />a) b) <br />1n5 <br />a <br />L <br />N <br />C <br />v 1 <br />M <br />O <br />10 <br />J <br />E 1 <br />m <br />N <br />'a <br />v <br />c 1 <br />N <br />CL <br />U) <br />N <br />105 <br />T <br />N <br />c 10, <br />9 <br />O <br />J <br />c 103 <br />E <br />v <br />d <br />N <br />V 101 <br />v <br />v <br />d <br />IL <br />C 0 <br />O <br />O <br />O <br />0 <br />0 0 <br />Cb o 0 <br />0 0 N <br />0 0 <br />0 <br />O 0 <br />0 <br />0 0 <br />00 0 0 <br />C 00 <br />0 <br />& 000 <br />10' o <br />101 102 103 10' 101 t03 104 105 <br />Discharge (m3/s) Observed Sediment Load (tons/day) <br />1951-65 0 <br />0p <br />0' O <br />0 <br />0 - <br />90 <br />0 <br />03 0 <br />00. <br />0 0 <br />0 <br />00 0 <br />OZ 0 0 <br />00 <br />00 y0 <br />d 0 <br />egn. 3a <br />n, <br />Figure 5. Suspended sediment data for the Colorado River at Glenwood Springs (USGS station <br />9072500); (a) discharge and suspended sediment load, (b) comparison between observed sediment <br />loads, and loads predicted from equation 3a. Data from Iorns, et al. (1964). <br />Individual values of Q and Qs were plotted for each of the other gauging stations to produce a <br />series of sediment-load relations (Figs. 6-8). These data were further subdivided according to <br />whether the samples were obtained before or after the peak in the annual hydrograph. Typically, the <br />Colorado River carries much higher suspended sediment loads on the rising limb of the hydrograph <br />than it does on the falling limb. This trend is caused by a rise and fall in suspended sediment <br />concentration that precedes the rise and fall in water discharge. Another smaller subset of the data <br />includes samples taken in late summer and early fall that also have high sediment concentrations. <br />These late-season samples reflect brief but large increases in concentration caused by runoff from <br />localized thunderstorms or regional monsoon storms. Based on the number of such observations at <br />individual stations it appears that these events become more common towards the southwest <br />(downstream) part of the study area. <br />11