Quality of Water Colorado River Basin 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 (in publication process): U.S. Geological Survey Open File Report 2014-1015, 28 p.
Station | Constituent | Model Form | n | R2 | BCF | Standard Errors of Coefficeints | Correlation Matrix Lower-Left |
---|---|---|---|---|---|---|---|
09152500 | Selenium | ln(Se) = - 7.868 + 1.4053 ln(SC) + 0.0418 sin(2π D / 365) + 0.1408 cos(2π D / 365) | 16 | 0.909488 | 1.006 | 1.2724, 0.192, 0.066, 0.0619 | -0.9996, -0.7375, 0.7351, 0.5787, -0.575, -0.4884 |
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 |
09217000 | Diss. solids | ln(DSR) = - 0.949785 - 0.0195 ln(Q) + 1.0992 ln(SC) | 132 | 0.9957 | 1.0004 | 0.149, 0.0062, 0.0192 | -0.7922, -0.9728, 0.6301 |
09217000 | Load diss. solids | ln(LDS) = - 6.8654 + 0.9805 ln(Q) + 1.0992 ln(SC) | 132 | 0.9957 | 1.0004 | 0.149, 0.0062, 0.0192 | -0.7922, -0.9728, 0.6301 |
09251000 | Diss. solids | ln(DSR) = - 1.37138 + 0.0168 ln(Q) + 1.1239 ln(SC) | 66 | 0.999 | 1.0005 | 0.0881, 0.0041, 0.0115 | -0.7326, -0.968, 0.5426 |
09251000 | Load diss. solids | ln(LDS) = - 7.287 + 1.0168 ln(Q) + 1.1239 ln(SC) | 66 | 0.999 | 1.0005 | 0.0881, 0.0041, 0.0115 | -0.7326, -0.968, 0.5426 |
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 |
09380000 | Diss. solids | ln(DSR) = - 1.84188 + 0.0277 ln(Q) + 1.1644 ln(SC) | 44 | 0.9964 | 1.0001 | 0.3754, 0.0095, 0.0543 | -0.3229, -0.9701, -0.0835 |
09380000 | Load diss. solids | ln(LDS) = - 7.7575 + 1.0277 ln(Q) + 1.1644 ln(SC) | 44 | 0.9964 | 1.0001 | 0.3754, 0.0095, 0.0543 | -0.3229, -0.9701, -0.0835 |
09402500 | Diss. solids | ln(DSR) = 5.97522 + 0.0106 ln(Q) | 44 | 0.9578 | 1.0012 | 0.315, 0.0327 | -0.9997 |
09402500 | Load diss. solids | ln(LDS) = 0.0596 + 1.0106 ln(Q) | 44 | 0.9578 | 1.0012 | 0.315, 0.0327 | -0.9997 |
09415000 | Diss. solids | ln(DSR) = 9.57982 - 0.4081 ln(Q) | 34 | 0.9263 | 1.0024 | 0.1438, 0.0295 | -0.9963 |
09415000 | Load diss. solids | ln(LDS) = 3.6642 + 0.5919 ln(Q) | 34 | 0.9263 | 1.0024 | 0.1438, 0.0295 | -0.9963 |
U.S. Bureau of Reclamation, 2013, U.S. Bureau of Reclamation, 2013, Quality of Water Colorado River Basin Progress Report No. 24: U.S. Department of Interior, Bureau of Reclamation, Upper Colorado Region
Station | Constituent | Model Form | n | R2 | BCF | Standard Errors of Coefficeints | Correlation Matrix Lower-Left |
---|---|---|---|---|---|---|---|
09071750 | Diss. solids | ln(DSR) = - 1.57139 + 0.0556 ln(Q) + 1.0927 ln(SC) | 66 | 0.9944 | 1.0004 | 0.584, 0.0306, 0.0564 | -0.996, -0.9984, 0.9894 |
09071750 | Load diss. solids | ln(LDS) = - 7.487 + 1.0556 ln(Q) + 1.0927 ln(SC) | 66 | 0.9944 | 1.0004 | 0.584, 0.0306, 0.0564 | -0.996, -0.9984, 0.9894 |
09095500 | Diss. solids | ln(DSR) = 0.652315 - 0.0732 ln(Q) + 0.9063 ln(SC) | 50 | 0.9954 | 1.0003 | 0.8159, 0.0429, 0.0703 | -0.9988, -0.9993, 0.9963 |
09095500 | Load diss. solids | ln(LDS) = - 5.2633 + 0.9268 ln(Q) + 0.9063 ln(SC) | 50 | 0.9954 | 1.0003 | 0.8159, 0.0429, 0.0703 | -0.9988, -0.9993, 0.9963 |
09152500 | Diss. solids | ln(DSR) = - 0.983786 - 0.0124 ln(Q) + 1.104 ln(SC) | 16 | 0.909488 | 1.006 | 0.2178, 0.0114, 0.022 | -0.8958, -0.964, 0.764 |
09152500 | Load diss. solids | ln(LDS) = - 6.8994 + 0.9876 ln(Q) + 1.104 ln(SC) | 16 | 0.909488 | 1.006 | 0.2178, 0.0114, 0.022 | -0.8958, -0.964, 0.764 |
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 |
09421500 | Diss. solids | ln(DSR) = 0.485715 - 0.0098 ln(Q) + 0.8718 ln(SC) | 144 | 0.993 | 1.0005 | 0.619, 0.007, 0.0882 | -0.2567, -0.9943, 0.1526 |
09421500 | Load diss. solids | ln(LDS) = - 5.4299 + 0.9902 ln(Q) + 0.8718 ln(SC) | 144 | 0.993 | 1.0005 | 0.619, 0.007, 0.0882 | -0.2567, -0.9943, 0.1526 |
09427520 | Diss. solids | ln(DSR) = - 1.51118 + 0.002 ln(Q) + 1.1463 ln(SC) | 301 | 0.9956 | 1.0004 | 0.4021, 0.0038, 0.0573 | -0.2406, -0.8641, 0.1567 |
09427520 | Load diss. solids | ln(LDS) = - 7.4268 + 1.002 ln(Q) + 1.1463 ln(SC) | 301 | 0.9956 | 1.0004 | 0.4021, 0.0038, 0.0573 | -0.2406, -0.8641, 0.1567 |
09429490 | Diss. solids | ln(DSR) = - 1.33198 + 0.0153 ln(Q) + 1.1017 ln(SC) | 399 | 0.993 | 1.0002 | 0.2301, 0.0057, 0.0267 | -0.8641, -0.9906, 0.7872 |
09429490 | Load diss. solids | ln(LDS) = - 7.2476 + 1.0153 ln(Q) + 1.1017 ln(SC) | 399 | 0.993 | 1.0002 | 0.2301, 0.0057, 0.0267 | -0.8641, -0.9906, 0.7872 |