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<br />Table 9. WSEI4S measured versus predicted discharges (Q) in cubic <br /> feet per second for each transect at Ruple Ranch study <br /> site. <br />------------------------------------------------------------------------- <br /> Transect Meas. 0 Pred. 0 Ratio <br />------------------------------------------------------------------------- <br />1 1194 1180 1.01 <br />1 2589 2555 1.01 <br />1 5553 6330 0.88 <br />1 9586 8627 1.11 <br />2 1195 1195 1.00' <br />2 2589 2553 1.01 <br />2 5407 5612 0.96 <br />2 9586 9371 1.02 <br />3 1195 1223 0.98 <br />3 2589 2477 1.05 <br />3 5434 5550 0.98 <br />3 9586 9583 1.00 <br />4 1195 1217 0.98 <br />4 2589 2484 1.04 <br />4 5491 5687 0.97 <br />4 9586 9471 1.01 <br />5 1195 1167 1.02 <br />5 2589 2634 0.98 <br />5 5491 5776 0.94 <br />5 9586 9097 1.05 <br />6 1195 1190 1.00 <br />6 2589 2589 1.00 <br />6 5672 5765 1.01 <br />6 9586 9469 1.01 <br /> <br />Table 10. Measured versus predicted discharges (Q) in cubic feet per second <br />(cfs) for Transect 1 at Ruple Ranch study site, with the calibrated <br />water surface elevation at 5553 cfs. <br /> <br />Transect <br /> <br />1 <br />1 <br />1 <br />1 <br /> <br />1194 <br />2589 <br />5553 <br />9586 <br /> <br />Pred. 0 <br />1176 <br />2618 <br />5789 <br />9242 <br /> <br />Ratio <br /> <br />Meas. 0 <br /> <br />1.02 <br />0.99 <br />0.96 <br />1.04 <br /> <br />20 <br />