Merchant. M., Wilcox. B.
Table 8: Pairwise comaprison of stormwater
detention pond siting factors for the environmental
scenario.
| Commercial
and industrial |
Residential |
Agricultural |
Flow |
Soil |
Slope |
Wetland |
Watertable |
Forest |
Weighting
scheme |
|
| Commercial
and industrial |
1.00 |
1.00 |
1.00 |
5.00 |
3.00 |
7.00 |
3.00 |
3.00 |
5.00 |
0.21 |
| Residential |
1.00 |
1.00 |
1.00 |
5.00 |
3.00 |
7.00 |
3.00 |
3.00 |
5.00 |
0.21 |
| Agricultural |
0.20 |
1.00 |
1.00 |
5.00 |
3.00 |
7.00 |
3.00 |
3.00 |
5.00 |
0.21 |
| Flow |
0.33 |
0.20 |
0.20 |
1.00 |
0.3 |
3.00 |
0.33 |
0.33 |
1.00 |
0.04 |
| Soil |
0.14 |
0.33 |
0.33 |
3.00 |
1.00 |
5.00 |
1.00 |
1.00 |
3.00 |
0.09 |
| Slope |
0.33 |
0.14 |
0.14 |
0.33 |
0.20 |
1.00 |
0.20 |
0.20 |
0.33 |
0.02 |
| Wetland |
0.33 |
0.33 |
0.33 |
3.00 |
1.00 |
5.00 |
1.00 |
1.00 |
3.00 |
0.09 |
| Watertable |
0.20 |
0.33 |
0.33 |
3.00 |
1.00 |
5.00 |
1.00 |
1.00 |
3.00 |
0.09 |
| Forest |
0.20 |
0.20 |
0.20 |
1.00 |
0.33 |
3.00 |
0.33 |
0.33 |
1.00 |
0.04 |
| Total |
4.54 |
4.54 |
4.54 |
26.33 |
12.87 |
43.00 |
12.87 |
12.87 |
26.33 |
1.00 |
