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Utah Regression Models, by Publication Source

Linard, J.I., Schaffrath, K.R., 2014, Regression models for estimating salinity and selenium concentrations at selected sites in the Upper Colorado River Basin, Colorado, 2009 - 2012

Station Constituent Model Form n R2 BCF Standard Errors of Coefficeints Correlation Matrix Lower-Left
09180500 Diss. solids ln(DSR) = - 0.930481 + 0.0045 ln(Q) + 1.0597 ln(SC) 88 0.9891 1.0003 0.3915, 0.0205, 0.0318 -0.9942, -0.996, 0.9805
09180500 Load diss. solids ln(LDS) = - 6.8461 + 1.0045 ln(Q) + 1.0597 ln(SC) 88 0.9891 1.0003 0.3913, 0.0205, 0.0318 -0.9942, -0.996, 0.9805
09302000 Diss. solids ln(DSR) = - 0.716185 - 0.0087 ln(Q) + 1.0486 ln(SC) 91 0.9958 1.0011 0.1889, 0.0094, 0.0207 -0.9394, -0.991, 0.8869
09302000 Load diss. solids ln(LDS) = - 6.6318 + 0.9913 ln(Q) + 1.0486 ln(SC) 91 0.9958 1.0011 0.1889, 0.0094, 0.0207 -0.9394, -0.991, 0.8869
09306500 Diss. solids ln(DSR) = 7.81612 - 0.2958 ln(Q) 82 0.9088 1.0139 0.1607, 0.0249 -0.9934
09306500 Load diss. solids ln(LDS) = 1.9005 + 0.7042 ln(Q) 82 0.9088 1.0139 0.1607, 0.0249 -0.9934
09315000 Diss. solids ln(DSR) = 8.66192 - 0.3205 ln(Q) 85 0.9182 1.0144 0.1901, 0.0223 -0.995
09315000 Load diss. solids ln(LDS) = 2.7463 + 0.6795 ln(Q) 85 0.9182 1.0144 0.1901, 0.0223 -0.995
09328500 Diss. solids ln(DSR) = 9.03312 - 0.4011 ln(Q) 88 0.9029 1.0377 0.0873, 0.0212 -0.9404
09328500 Load diss. solids ln(LDS) = 3.1175 + 0.5989 ln(Q) 88 0.9029 1.0377 0.0873, 0.0212 -0.9404
09379500 Diss. solids ln(DSR) = - 1.38608 + 0.0132 ln(Q) + 1.1319 ln(SC) 88 0.9946 1.0005 0.125, 0.0081, 0.0131 -0.8243, -0.9238, 0.5458
09379500 Load diss. solids ln(LDS) = - 7.3017 + 1.0132 ln(Q) + 1.1319 ln(SC) 88 0.9946 1.0005 0.125, 0.0081, 0.0131 -0.8243, -0.9238, 0.5458

Rasmussen, P.P., Gray, J.R., Glysson, G.D., and Ziegler, A.C., 2009, Guidelines and procedures for computing time-series suspended-sediment concentrations and loads from in-stream turbidity-sensor and streamflow data

Station Constituent Model Form n R2 BCF Standard Errors of Coefficeints Correlation Matrix Lower-Left
09326500 Suspended sediment log10(SSR) = 0.53851 + 0.96556 log10(TURB) 64 0.945 1.0504 0.060593, 0.029505 -0.0017181
09326500 Suspended sediment log10(SSR) = 0.78657 + 0.92333 log10(TURB) 13 0.951 1.029 0.12039, 0.063219 -0.0073385
09326500 Suspended sediment log10(SSR) = 0.835 + 0.886 log10(TURB) 19 0.941 1.0321 0.10096, 0.053857 -0.0052411
09326500 Suspended sediment log10(SSR) = 0.785 + 0.828 log10(TURB) 39 0.947 1.0438 0.073799, 0.032203 -0.002275
09327000 Suspended sediment log10(SSR) = 0.86877 + 0.74063 log10(TURB) 45 0.785 1.1346 0.067323, 0.059141 -0.00345
09327000 Suspended sediment log10(SSR) = 1.007 + 0.75325 log10(TURB) 42 0.758 1.1712 0.074735, 0.067256 -0.0042254
09327000 Suspended sediment log10(SSR) = 1.089 + 0.736 log10(TURB) 11 0.854 1.1445 0.13875, 0.10148 -0.01154

U.S. Bureau of Reclamation, 2013, Quality of Water Colorado River Basin Progress Report No. 24

Station Constituent Model Form n R2 BCF Standard Errors of Coefficeints Correlation Matrix Lower-Left
09180000 Diss. solids ln(DSR) = - 0.114083 - 0.0312 ln(Q) + 0.9666 ln(SC) 91 0.991 1.0014 0.1962, 0.0114, 0.0197 -0.9396, -0.986, 0.8712
09180000 Load diss. solids ln(LDS) = - 6.0297 + 0.9688 ln(Q) + 0.9666 ln(SC) 91 0.991 1.0014 0.1962, 0.0114, 0.0197 -0.9396, -0.986, 0.8712