m |
m |
||
Line 19: | Line 19: | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | < | + | <th colspan=4></th> |
</tr> | </tr> | ||
Watershed runoff characteristics
Link to this table
Given: | ||||
---|---|---|---|---|
Area = | 50 | ac. | total watershed area in acres draining to pond | |
IC = | 20 | ac. | new impervious area in acres (40%) | |
Watershed peak discharge and runoff volume: | ||||
Event | Pre-development | Post-development | Unit | |
Q1-yr 24-hr | 6.7 | 53.5 | cfs | |
Q2-yr 24-hr | 11.6 | 69.0 | cfs | |
Q10-yr 24-hr | 36.7 | 131.9 | cfs | |
Q100-yr 24-hr | 81.8 | 222.0 | cfs | |
V1-yr 24-hr | 0.3 | 3.9 | ac-ft | |
V2-yr 24-hr | 0.6 | 4.9 | ac-ft | |
V10-yr 24-hr | 3.1 | 8.9 | ac-ft | |
V100-yr 24-hr | 7.5 | 14.7 | ac-ft |