Table 4. Magnitude and probability of peak streamflow of Johnson Creek, Oregon.
[Map numbers are shown in table 1. Abbreviations: ft3/s, cubic foot per second; n, number of years]
Water
years |
Recurrence
interval
(years) |
Annual
exceedance
probability
(percent) |
Peak
streamflow
(ft3/s) |
Johnson Creek at Sycamore (map number 30)
(systematic n = 66; historical n = 0; weighted skew = 0.448) |
1941–2006 |
1.25 |
80 |
717 |
2 |
50 |
1,150 |
5 |
20 |
1,750 |
10 |
10 |
2,140 |
25 |
4 |
2,590 |
50 |
2 |
2,920 |
100 |
1 |
3,220 |
Johnson Creek at Sycamore (map number 30)
(systematic n = 17; historical n = 0, weighted skew = 0.095) |
1990–2006 |
1.25 |
80 |
693 |
2 |
50 |
1,040 |
5 |
20 |
1,580 |
10 |
10 |
1,970 |
25 |
4 |
2,510 |
50 |
2 |
2,930 |
100 |
1 |
3,380 |
Johnson Creek at Milwaukie (map number 41)
(systematic n = 17; historical n = 0; weighted skew = 0.104) |
1990–2006 |
1.25 |
80 |
840 |
2 |
50 |
1,140 |
5 |
20 |
1,570 |
10 |
10 |
1,860 |
25 |
4 |
2,240 |
50 |
2 |
2,530 |
100 |
1 |
2,820 |
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