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<br /> 108 <br /> / <br /> / / <br /> / / <br /> 107 / / <br /> ~~/ / <br /> 00; ~~ / <br /> o q <br /> O' Y' <br />> 9 00 <br />01( 10' / ,o;i <br />Q <br />... <br />CI) / / <br />z <br />0 <br />... / // <br />z <br />- <br />Q / <br />01( 106 <br />0 <br />.... <br />... <br />z <br />w <br />:::E <br />Q <br />W <br />(t) 104 <br /> FIGURE 5.3 <br /> TOTAL INFLOWING LOAD <br /> FOR SINGLE EVENT ANAL val8 <br /> ARKANSAS RIVER AT LA JUNTA <br /> 103 <br /> TRIAL LOAD CURVE. <br /> .INGLE EVENT LOAD CURVE <br /> --- 180CONCENTRATlON LINE. <br /> <br /> <br /> <br />1r1 <br /> <br />10 <br /> <br />102 <br /> <br />103 <br /> <br />104 <br /> <br />106 <br /> <br />10' <br /> <br />FLOW IN CFS <br /> <br />53 <br />