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<br />13 <br /> <br /> <br />M,'l41'3 <br /> <br />Table 2.--Linear-regression equations of the logarithm of instantaneous <br />disoharge and dissolved-solids oonoentrations for input nodes <br /> <br />Node Number Standard <br />No. Station No. Equation of error <br /> observations (percent) <br />1 401816107011000 283 Q-0.336 6 17 <br />9 09243800 411 Q-0.206 32 70 <br />13 09243700 383 Q-0.098 50 21 <br />17 09244100 501 Q-0.238 8 24 <br />21 09239500 1956 Q-0.38 (1 ) (1) <br />22 09241000 1109 Q-0.15 (1) (1) <br />24 402330107082000 324 Q-0.205 7 28 <br /> lEquations are estimated from the linear-regression equations of the <br />discharge and the logarithm of specific conductance. See text for further <br />discussion. <br /> <br />Table 3.--Linear-regression equations of the logarithm of instantaneous <br />disoharge and dissolved-solids ooncentrations for output nodes <br /> <br />Node Number Standard <br />No. Station No. Equation of error <br /> observations (percent) <br />15 Middle Creek at mouth ----------- <br />12 09243900 (tributary)l 721 Q-O.l72 35 80 <br />13 09243700 (tributary)l 383 Q -0.098 50 21 <br />19 402530106585700------- 434 Q-0.012 7 34 <br />20 402720106591200------- 416 Q-0.I0l 9 57 <br />27 09244410------- 862 Q-0.296 70 40 <br /> <br />lNode 15 is a direct summation of nodes 12 and 13, which are immediately <br />upstream. <br />