Table 3. Summary of the best regression models for dependent variables.
[Regression models are only valid for positive values of the dependent variable. Abbreviations:R2, coefficient of determination of the regression; N, number of points on which the regression is based; RMSE, square root of mean of squared residuals; m, meter; m3/s, cubic meter per second; m/s, meter per second]
Dependent variable |
Coefficient |
Standard error of coefficient |
Independent variable term |
N |
RMSE |
R2 |
Approximate range of validity in independent variable |
RR-TUL |
-42.44473865 |
2.08449253 |
Intercept |
384 |
7.07 |
0.87 |
|
81.87242342 |
2.84703177 |
ln(elev) |
| | |
1.68 to 2.29 m |
0.35964436 |
0.01097397 |
flow |
| | |
15 to 100 m3/s |
0.69270801 |
0.02603299 |
WRW-spd |
| | |
2 to 8 m/s |
RR-TUL |
-38.90516911 |
2.46103413 |
Intercept |
384 |
8.39 |
0.82 |
|
81.87242342 |
3.37633539 |
ln(elev) |
| | |
1.68 to 2.29 m |
0.35964436 |
0.01301418 |
flow |
| | |
15 to 100 m3/s |
0.86273339 |
0.04709037 |
WRW-ew2 |
| | |
0 to 6 m/s |
-1.91547011 |
0.28692868 |
WRW-ns |
| | |
-3 to 4 m/s |
RR-TULwWR |
-30.49463191 |
1.53175031 |
Intercept |
384 |
5.20 |
0.90 |
|
45.42855411 |
2.09208800 |
ln(elev) |
| | |
1.68 to 2.29 m |
0.43293842 |
0.00806401 |
flow |
| | |
15 to 100 m3/s |
-0.13604931 |
0.01912986 |
WRW-spd |
| | |
2 to 8 m/s |
RR-TULwWR |
-18.45596673 |
2.11183519 |
Intercept |
256 |
3.14 |
0.97 |
|
25.28231919 |
2.73959633 |
ln(elev) |
| | |
1.98 to 2.29 m |
0.51888396 |
0.00596123 |
flow |
| | |
15 to 100 m3/s |
-0.27756614 |
0.02157004 |
WRW-ew2 |
| | |
0 to 6 m/s |
0.89053414 |
0.13142948 |
WRW-ns |
| | |
-3 to 4 m/s |
RR-GB |
-35.07833716 |
1.22514180 |
Intercept |
384 |
4.16 |
0.87 |
|
59.19746357 |
1.67331740 |
ln(elev) |
| | |
1.68 to 2.29 m |
0.21526783 |
0.00644985 |
flow |
| | |
15 to 100 m3/s |
0.21664750 |
0.01530066 |
WRW-spd |
| | |
2 to 8 m/s |
RR-GB |
-34.46172443 |
1.08404760 |
Intercept |
384 |
3.69 |
0.90 |
|
59.19746357 |
1.48722369 |
ln(elev) |
| | |
1.68 to 2.29 m |
0.21526783 |
0.00573255 |
flow |
| | |
15 to 100 m3/s |
0.31945875 |
0.02074258 |
WRW-ew2 |
| | |
0 to 6 m/s |
-1.26920650 |
0.12638766 |
WRW-ns |
| | |
-3 to 4 m/s |
RR-GBwWR |
-29.54220553 |
1.00020449 |
Intercept |
384 |
3.39 |
0.90 |
|
47.06878709 |
1.36609459 |
ln(elev) |
| | |
1.68 to 2.29 m |
0.24375799 |
0.00526565 |
flow |
| | |
15 to 100 m3/s |
0.13413116 |
0.01249144 |
WRW-spd |
| | |
2 to 8 m/s |
RR-GBwWR |
-21.36380879 |
1.56763112 |
Intercept |
256 |
2.33 |
0.95 |
|
34.10486667 |
2.03362293 |
ln(elev) |
| | |
1.98 to 2.29 m |
0.26859670 |
0.00442506 |
flow |
| | |
15 to 100 m3/s |
0.30166437 |
0.01601160 |
WRW-ew2 |
| | |
0 to 6 m/s |
-1.56144917 |
0.09756109 |
WRW-ns |
| | |
-3 to 4 m/s |
|
First posted March 29, 2012
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