Table 2. Results of the GAM analysis of the Derwent and Tamar Estuaries final full model.
Parametric Coefficients | Estimate | Std. Error | z value | p value |
---|---|---|---|---|
Intercept | 1.859E + 00 | 6.578E-01 | 2.827 | 0.0047 |
distance | −2.093E + 00 | 5.432E-01 | −3.854 | 0.0001 |
estuary side | −1.257E + 00 | 3.124E-01 | −4.024 | 5.73E-05 |
onshore wind 1500 hrs | 1.745E + 00 | 6.760E-03 | 2.582 | 0.0098 |
estuary basin | −1.214E + 00 | 2.903E-01 | −4.18 | 2.92E-05 |
no. drain outlets in 5 km | 3.199E-03 | 1.401E-03 | 2.283 | 0.0224 |
distance to nearest drain | 1.302E-05 | 2.479E-05 | 0.525 | 0.5994 |
distance to public road | 2.202E-05 | 1.461E-04 | 0.151 | 0.8802 |
population in 25 km | −1.243E-07 | 2.972E-07 | −0.418 | 0.6758 |
rock slab | −1.131E + 00 | 2.991E-01 | −3.781 | 0.0002 |
sand | −7.706E-02 | 2.523E-01 | −0.305 | 0.7600 |
marsh | −1.269E + 00 | 3.050E-01 | −4.16 | 3.19E-05 |
pebble/gravel | 1.297E + 00 | 2.985E-01 | 4.345 | 1.39E-05 |
gradient | −3.268E-01 | 1.657E-01 | −1.973 | 0.0485 |
straight | 2.357E-01 | 2.439E-01 | 0.966 | 0.3339 |
convex | 2.036E-01 | 3.495E-01 | 0.583 | 0.5601 |
distance * estuary side | 2.683E + 00 | 5.703E-01 | 4.705 | 2.54E-06 |