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Table 3 Yampa River at Deerlodge Park, Total Sediment Rating Curve --------- --------- --------- --------- --------- --------- Predicted --------- (Meas.- --------------------------------------------- Original Regression Equation Discharge Load Log Log Log Predicted --------------- ----------- ------------------ (cfs) (tons/day 0 Load Load Squared) 9 Regression Outputs ------------ - --------- ------- - --------- --------- --------- Constant -0.53528 1 7590 62900 3.8802 4.7987 4.3479 0.2032 Std Err of Y Est 0.264848 2 9410 47400 3.9736 4.6758 4.4653 0.0443 R Squared 0.786661 3 8820 24800 3.9455 4.3945 4.4300 0.0013 No. of Observations 31 4 9700 27400 3.9868 4.4378 4.4819 0.0020 Degrees of Freedom 29 5 10900 30800 4.0374 4.4886 4.5457. 0.0033 6 9400 27500 3.9731 4.4393 4.4648 0.0006 X Coefficient(s) 1.258466 7 10000 11000 4.0000 4.0414 4.4986 0.2090 Std Err of Coef. 0.121698 8 9600 28400 3.9823 4.4533 4.4763 0.0005 9 6250 6930 3.7959 3.8407 4.2417 0.1608 10 6240 21100 3.7952 4.3243 4.2408 0.0070 -------------- ------------ ------------------ 11 2350 5360 3.3711 3.7292 3.7071 0.0005 9 Original Power Cur ve 12 1190 2800 3.0755 3.4472 3.3352 0.0125 --------------------------- ------------"----- 13 1190 1060 3.0755 3.0253 3.3352 0.0960 10"constant- 0.291550 14 930 1460 2.9685 3.1644 3.2005 0.0013 Orig. Curve 0.292 '0" 1.258 15 859 818 2.9340 2.9128 3.1570 0.0597 16 1210 3400 3.0828 3.5315 3.3443 0.0350 17 3620 24200 3.5587 4.3838 3.9432 0.1941 --------------------------- ------------------ 18 3810 27200 3.5809 4.4346 3.9712 0.2147 Corrected Power Curve 19 6530 25700 3.8149 4,4099 4.2657 0.0208 --------------------------- ------------------ 20 6080 15000 3.7839 4.1761 4.2266 0.0026 Unbiased Estimator s"2. 0.070144 21 11900 93800 4.0755 4.9722 4.5937 0.1433 Correction Coeff. C- 1.204282 22 8620 35100 3.9355 4.5453 4.4174 0.0164 23 15200 96000 4.1818 4.9823 4.7274 0.0649 corrected coeff.- 0.351108 24 15800 88600 4.1987 4.9474 4.7486 0.0395 corrected curve- 0.351 '0' 1.258 25 17600 97100 4.2455 4.9872 4.8076 0.0323 26 14400 40700 4.1584 4,6096 4.6979 0.0078 27 15000 33600 4.1761 4.5263 4.7202 0.0376 28 15800 28200 4.1987 4.4502 4.7486 0.0890 29 15700 24000 4.1959 4.3802 4.7451 0.1332 30 7180 11500 3.8561 4.0607 4.3175 0.0660 31 5540 6430 3.7435 3.8082 ---- 4.1756 ---------- 0.1351 ------------- -------------------------------- ------------------ -------- 31 ---------- 258419 --------- 950258 --------- 117.5815 ---- 131.3786 131.3786 2.0342 8336.10 30653.48 3.7930 4.2380 count sum sum sum sum sum sum mean mean mean mean log x log y pred. meas. - log y predicted