Laserfiche WebLink
Table 4 <br />Yampa River at Deerlodge Park. Total Sediment Rating Curve <br />--------- --------- --------- --------- --------- --------- <br />Predicted --------- <br />(Meas.- ------------------ <br />Original --------------------------- <br />Regression Equation <br /> Discharge Load Ln Ln Ln Predicted ------ <br />----------- --------------- <br />----- <br />----- <br /> (cfs) (tons/day 0 load Load Squared) 9 <br />Regressio P <br />n Outputs <br />--------- --------- --------- --------- --------- --------- --------- Constant . <br />-1.23254 <br />1 7590 62900 8.9346 11.0493 10.0113 1.0774 Std Err of Y Est 0.609837 <br />2 9410 47400 9.1495 10.7664 10.2818 0.2348 R Squared 0.786661 <br />3 8620 24800 9.0848 10.1186 10.2003 0.0067 No. of Observation s 31 <br />4 9700 27400 9.1799 10.2183 10.3200 0.0104 Degrees of Freedom 29 <br />5 10900 30800 9.2965 10.3353 10.4666 0.0173 <br />6 9400 27500 9.1485 10.2219 10.2805 0.0034 % Coefficient(s) 1.258466 <br />7 10000 11000 9.1103 9.3057 10.3584 1.1082 Std Err of Coef. 0.121698 <br />8 9600 28400 9.1695 10.2541 10.3070 0.0028 <br />9 6250 6930 8.7403 8.8436 9.7669 0.8524 <br />10 6240 21100 8.7387 9.9570 9.7649 0.0369 ----- <br />------------ --------------------------- <br />11 2350 5360 7.7622 8.5867 8.5359 0.0026 9 <br />original Power Curve <br />12 1190 2800 7.0817 7.9374 7.6796 0.0665 ------------------ --------------------------- <br />13 1190 1060 7.0817 6.9660 7.6796 0.5091 a"constant 0.291550 <br />14 93.0 1460 6.8352 7.2862 7.3693 0.0069 Orig. Curve 0.292 1.258 <br />15 859 818 6.7558 6.7069 7.2694 0.3164 <br />16 1210 3400 7.0984 8.1315 7.7005 0.1858 <br />17 3610 24200 8.1942 10.0941 9.0796 1.0292 ------------------ --------------------------- <br />18 3810 27200 8.2454 10.2110 9.1440 1.1384 Corrected Power Curve <br />19 6530 25700 8.7842 10.1542 9.8220 0.1104 ------------------ --------------------------- <br />20 6080 15000 8.7128 9.6158 9.7322 0.0135 Unbiased Estimator s"2. 0.371901 <br />21 11900 93800 9.3843 11.4489 10.5773 0.7598 Correction Coeff. C¦ 1.204362 <br />22 8620 35100 9.0618 10.4660 10.1715 0.0867 <br />23 15200 96000 9.6291 11.4721 10.8853 0.3443 corrected coeff.¦ 0.351132 <br />24 15800 88600 9.6678 11.3919 10.9340 0.2096 corrected curve" 0.351 '0" 1.258 <br />25 17600 97100 9.7757 11.4835 11.0698 0.1711 <br />26 14400 40700 9.5750 10.6140 10.8173 0.0413 <br />27 15000 33600 9.6158 10.4223 10.8686 0.1992 <br />28 15800 28200 9.6678 10.2471 10.9340 0.4719 <br />29 15700 24000 9.6614 10.0858 10.9260 0.7060 <br />30 7180 11500 8.8791 9.3501 9.9415 0.3497 <br />31 5540 6430 8.6197 <br />-- 8.7687 <br />------- 9.6151 <br />--------- 0.7164 <br />------------- <br />----------------------- <br />--------------------------- <br />--------- <br />31 --------- <br />258419 --------- <br />950258 - <br />------ <br />270.7415 -- <br />302.5104 302.5104 10.7851 <br /> 8336.10 30653.48 6.7336 9.7584 <br />count sum sum sum sum sum sum <br /> mean mean mean mean <br />Ln x Ln y pred. meas. - <br />Ln y predicted