| Modeling
Results for
Small Dams (3) |
Modeling
Results for
One Large Dam (4) |
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| Runoff Event | Estimated from Frequency Analysis Instantaneous Peak Flow in m3/sec | Instant Peak
m3/sec |
Percent Peak Reduction | Instant Peak m3/sec | Percent Peak Reduction |
| 1:2 | 7.0 | 6.1 | 13 | 6.4 | 9 |
| 1:5 | 17 | 14 | 18 | 15 | 12 |
| 1:10 | 26 | 21 | 20 | 19 | 27 |
| 1:20 | 36 | 28 | 22 | 26 | 28 |
| 1:50 | 51 | 38 | 25 | 34 | 33 |
| 1:100 | 64 | 48 | 25 | 40 | 38 |
| 1:200 | 79 | 61 | 23 | 55 | 30 |
| 1:500 | 100 | 78 | 22 | 82 | 18 |