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Black at Hatfield [ WI ]
Current Conditions
| Stage | Flow | Updated |
| 473.63 | 5/16 7:15 |
Gauge History
| Flow (cfs) | | Updated |
| 794 |
flow |
05/11/2008 11:15:00 |
| 780 |
flow |
05/11/2008 03:15:00 |
| 780 |
flow |
05/11/2008 07:15:00 |
| 744 |
flow |
05/12/2008 03:15:00 |
| 735 |
flow |
05/12/2008 07:15:00 |
| 653 |
flow |
05/13/2008 03:30:00 |
| 632 |
flow |
05/13/2008 07:15:00 |
| 611 |
flow |
05/13/2008 11:15:00 |
| 586 |
flow |
05/14/2008 03:15:00 |
| 586 |
flow |
05/14/2008 07:15:00 |
| 579 |
flow |
05/14/2008 11:15:00 |
| 572 |
flow |
05/14/2008 03:15:00 |
| 560 |
flow |
05/14/2008 07:15:00 |
| 534 |
flow |
05/15/2008 03:15:00 |
| 522 |
flow |
05/15/2008 07:00:00 |
| 515 |
flow |
05/15/2008 11:00:00 |
| 503 |
flow |
05/15/2008 03:00:00 |
| 474 |
flow |
05/16/2008 03:30:00 |
| 474 |
flow |
05/16/2008 07:15:00 |
Gauge History
| Flow (cfs) | | Updated |
| 0 |
stage |
05/11/2008 11:15:00 |
| 0 |
stage |
05/11/2008 03:15:00 |
| 0 |
stage |
05/11/2008 07:15:00 |
| 0 |
stage |
05/12/2008 03:15:00 |
| 0 |
stage |
05/12/2008 07:15:00 |
| 0 |
stage |
05/13/2008 03:30:00 |
| 0 |
stage |
05/13/2008 07:15:00 |
| 0 |
stage |
05/13/2008 11:15:00 |
| 0 |
stage |
05/14/2008 03:15:00 |
| 0 |
stage |
05/14/2008 07:15:00 |
| 0 |
stage |
05/14/2008 11:15:00 |
| 0 |
stage |
05/14/2008 03:15:00 |
| 0 |
stage |
05/14/2008 07:15:00 |
| 0 |
stage |
05/15/2008 03:15:00 |
| 0 |
stage |
05/15/2008 07:00:00 |
| 0 |
stage |
05/15/2008 11:00:00 |
| 0 |
stage |
05/15/2008 03:00:00 |
| 0 |
stage |
05/16/2008 03:30:00 |
| 0 |
stage |
05/16/2008 07:15:00 |
Station Graph
Dependent Gauges
Manage Personal Gauges
Linked Reaches
Search Results
| Level Legend: |
Running |
Below Minimum Recommended Flow |
Above Maximum Recommended Flow |
Unknown |
Descriptions of reaches with River Name in bold have been verified by a regional StreamTeam member.
Station Description
AW Gauge ID: 11094
StreamTeam: Matt Muir
Drainage area at the Neillsville gauge is 749 square miles, while drainage area at the Hatfield dam is 1290 square miles. Therefore, on average, one should expect actual flow available at the dam (for hydro use and/or release into the natural channel) should be on the order of 1.722296 times that of the Neillsville gauge. (This is not, but SHOULD be, the value upon which releases and flows in the Hatfield Black should be gauged.)
Formula
flow = 0 + 1.7223*[
2209(flow)]