phi = 33°, B.D. = 2.0, Cohesion = 2 kN/mē, T = 65 mē | |||||||||
---|---|---|---|---|---|---|---|---|---|
Model Q for Instability | count of landslides | Area within Basin (hectares) | slides per hectare | ||||||
Road Related | Not Road-Related/ indeterminate | Total | Road Related | Not Road-Related/ indeterminate | Total | ||||
Unstable | 0 | 0 | 0 | 4.2 | 0.0000 | 0.0000 | 0.0000 | ||
0-50 | 19 | 4 | 23 | 107.4 | 0.1770 | 0.0373 | 0.2142 | ||
50-100 | 34 | 9 | 43 | 214.2 | 0.1587 | 0.0420 | 0.2007 | ||
100-200 | 65 | 17 | 82 | 839.3 | 0.0774 | 0.0203 | 0.0977 | ||
200-400 | 57 | 13 | 70 | 1751.0 | 0.0326 | 0.0074 | 0.0400 | ||
>400 | 22 | 9 | 31 | 1597.1 | 0.0138 | 0.0056 | 0.0194 | ||
Stable | 40 | 17 | 57 | 18218.2 | 0.0022 | 0.0009 | 0.0031 | ||
Total | 237 | 69 | 306 | 22731.4 | 0.0104 | 0.0030 | 0.0135 |
normalized by column, and in row of totals | |||||
---|---|---|---|---|---|
Model Q for Instability | count of landslides | Area within Basin | |||
Road Related | Not Road-Related/ indeterminate | Total | |||
Unstable | 0.00 | 0.00 | 0.00 | 0.000 | |
0-50 | 0.08 | 0.04 | 0.08 | 0.005 | |
50-100 | 0.14 | 0.09 | 0.14 | 0.009 | |
100-200 | 0.27 | 0.28 | 0.27 | 0.037 | |
200-400 | 0.24 | 0.15 | 0.23 | 0.077 | |
>400 | 0.09 | 0.15 | 0.10 | 0.070 | |
Stable | 0.17 | 0.28 | 0.19 | 0.801 | |
Total | 0.77 | 0.23 | 1.00 | 1.000 |
Based on files: