Source of deviation | Deviation sum of squares | Degrees of freedom | Mean square error | F ratio | F0.025 (3,3) critical value | F0.05 (3,3) critical value |
---|---|---|---|---|---|---|
Particle size of aggregates A | 55.99 | 3 | 18.66 | 12.93 | 15.44 | 9.28 |
Distance between boreholes B | 31.95 | 3 | 10.65 | 7.38 | 15.44 | 9.28 |
Initial water flow rate C | 102.18 | 3 | 34.06 | 23.59 | 15.44 | 9.28 |
Tunnel inclination D | 25.04 | 3 | 8.35 | 5.78 | 15.44 | 9.28 |
Error | 4.33 | 3 | 1.44 | Â | Â | Â |