The stage may be read on site at the Hwy 101 bridge over the Popple, in the middle of this reach. Relative flow may also be judged from the small rapid just downstream of the Morgan Lake Rd bridge.
Offseason ("Ice") gauge conversions:
4.50 = 649 cfs
4.00 = 446 cfs
3.50 = 284 cfs
3.18 = 201 cfs
3.00 = 162 cfs
| Gauge/flow analysis based on data from 1963-10-01 to 2008-05-11 | |
| Drainage area at gauge | 139 sq.mi. |
| Minimum mean daily flow during stated period | 10 cfs (1989.08.12) |
| 90% of time flow exceeds | 33 cfs |
| 10% of time flow exceeds | 246 cfs |
| Maximum mean daily flow during stated period | 1,610 cfs (1979.04.25) |
| 10/90 ratio ('flashy-ness') (under 3 is fairly steady, over 10 is quite 'flashy') |
7.45 |
| Average days per year over recommended 'low' threshold | 51 |
| Average days per year over recommended 'high' threshold | 1 |
POPPLE RIVER NEAR FENCE [ WI ] |
Current Conditions
Station Graphs |
| Level Legend: | Running | Below Minimum Recommended Flow | Above Maximum Recommended Flow | Unknown |
| State | River Name/Section | Class | Level | Rel. Level | Updated | |
|---|---|---|---|---|---|---|
| WI | Popple— A)Twin River Rd to Morgan Lake Rd (10.2 miles) | I-II | 1.84 ft | low | 10/7 20:00 | |
| WI | Popple— B)Morgan Lake Rd to Pine River (11.2 miles) | II-III+ | 29 cfs | low | 10/7 20:00 |
| AW Gauge ID: | 1842 |
| USGS Station: | 04063700 |
| HUC: | 04030108 |
| Latitude: | 45.7636 |
| Longitude: | -88.4631 |
| Class: | 6 |