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<br />1000 <br /> <br /> CALCULATED <br /> 100.0 <br />"'" <br />c: OBSERVED <br />0 <br /><J <br />OJ <br />'" <br />... <br />QJ <br />0. <br />u <br />OJ <br />OJ 10.0 <br />...... <br /><J <br />.,.; Rydrologic <br />~ <br />:i response unit KSAT <br /><J <br />c: <br />.,.; 1 0.5 <br />. 2 0.5 <br />QJ <br />on 3 0.5 <br />... <br />., 4 0.8 <br />~ 1.0 <br /><J <br />'" <br />.,.; Predicted ou~flow = 0.21 inch <br />.::l <br /> Observed outflow = 0.29 inch <br /> Predicted peRk = 125 cubic feet per second <br /> Observed peak = 198 cubic feet per second <br /> <br /> <br />1611 <br /> <br />I <br />1621 <br /> <br />I <br />1631 <br /> <br />I <br />1641 <br /> <br />I <br />1651 <br /> <br />.1 <br />1601 <br /> <br /> <br />Time of day <br /> <br />Figure 31.--Modeling results of North Fork Willow Gulch, <br />August 10, 1982, using parameters from storm <br />data on plots. <br /> <br />51 <br />