| Gauge/flow analysis (based on most recent 50 years of data) | |
| Drainage area at gauge | 597 sq.mi. |
| All time minimum flow | 27 cfs |
| 90% of time flow exceeds | 120 cfs |
| 10% of time flow exceeds | 1,360 cfs |
| All time maximum flow | 22,000 cfs |
| 10/90 ratio ('flashy-ness') (under 3 is fairly steady, over 10 is quite 'flashy') |
11.3 |
| Average runnable days per year | 97 |
| Name | Range | Difficulty | Updated | Level | ||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| BAD RIVER NEAR ODANAH, WI | ||||||||||||
| usgs-04027000 | 3.50 - 4.50 ft | III-V | 00h41m | 3.02 ft (rc= -0.5 ) | ||||||||
|
Gauge (597 sq.mi.drainage) lies about fifteen miles downriver. Actual flow for this reach is perhaps 25-30% of gauge, assuming tribs feed proportionate to area |
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| When | River/Gauge | Subject | Level | Reporter |
|---|---|---|---|---|
| Bad [WI] |
Copper Falls |
n/a | boof or die | |
| 322d08h52m | /Bad-B) Hwy.169 to Devil's Gate footbridge [WI] |
The Dome |
high runnable | John LaGow |
| 322d08h56m | /Bad-B) Hwy.169 to Devil's Gate footbridge [WI] |
Boof on Crack Root |
high runnable | John LaGow |
| 322d09h10m | /Bad-B) Hwy.169 to Devil's Gate footbridge [WI] |
Crack Root |
high runnable | John LaGow |
| 322d09h14m | /Bad-B) Hwy.169 to Devil's Gate footbridge [WI] |
Birth Canal eddy |
high runnable | John LaGow |
| 322d09h16m | /Bad-B) Hwy.169 to Devil's Gate footbridge [WI] |
Entrance to the Birth Canal |
high runnable | John LaGow |
| 322d09h19m | /Bad-B) Hwy.169 to Devil's Gate footbridge [WI] |
Scouting the Birth Canal |
high runnable | John LaGow |