Black (Jackson Co.), Wisconsin, US |
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| Usual Difficulty | II-III(IV) (varies with level) |
|---|---|
| Length | 3.2 Miles |
| Avg. Gradient | 20 fpm |
| Max Gradient | 33 fpm |
| Name | Range | Difficulty | Updated | Level |
|---|---|---|---|---|
| Black at Hatfield | ||||
| virtual-11094 | 1502 - 4762 cfs | I | 02h34m | ~ 0 cfs (rc= -1.0 ) |
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See the 'Flows' tab for details of the NEW release agreement.
Please call the hydro number (1-888-HYDROWI) before heading here for any releases.
When the 'full reach' is runnable, it can provide some rare "big water play" in
Wisconsin.
It may be done as either a 'park-and-play' at the put-in (where the best play waves are) or as
the listed three mile run from the dam to the powerplant. The run may be extended to a landing at
Hall's Creek to add three more minor drops, though most forego the added flatwater this
necessitates.
The usual run starts about a quarter-mile below the dam (the first point
reached from the carry-in from normal roadside boater parking). Between the dam and this point
lie some serious drops which contains near inescapable boiling cauldrons at moderate to high
flows (class IV-V+).
Note: As long as one puts in below this upper stretch, there no rapids which rise above
a class II-III rating.
In times of lower flow (and during the NEW scheduled releases) the above-mentioned drops are
runnable, and may provide some class III-IV entertainment. In fact, according to Jeff Polzin:
"the section immediately below the dam is full of fun class 2
drops at 75 to 150 cfs ... there are a couple of easy class 3 drops (at the K bridge and at the
second zag of the "Z" approximately 2 miles downstream from the
dam)".
Also at times of lower flow (I.E., when this reach is 'dewatered' due to the power plant
diverting all the flow), boaters may wish to check out the reach from Below the hydroplant to Hall's
Creek landing, as all water which had been diverted from the upper reach will now be returned
to the riverbed for these final two or three drops. Runnability will, of course, depend upon
power generation schedules.
The following YouTube video (from 'MnktoDave') includes footage of this section of river (along
with others).
Call 1-888-HYDROWI for a recorded message from the hydro company detailing release amounts. Unfortunately, the message may not distinguish between water in the natural (boater-interest) channel and water heading down the bypass to the powerhouse.
This reach will run in spring when flows regularly exceed need for power generation or pond-height replenishment needs.
* The referenced gauge is well upstream of this reach, in Neillsville. Drainage area at that 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 1.722 times that of the Neillsville gauge. That 'theoretical available flow' is what is presently being shown by the 'virtual gauge' on this reach.
The capacity of the powerplant is reported as 1262 cfs. Inflows in excess of that may initially be used to replenish the reservoir (particularly in mid-to-late summer). However, when the 'pond' is at full elevation, excess inflows will be returned to the natural channel (this reach). The 'recommended minimum' has been set at 1662 cfs on this virtual gauge: 1262 for the hydro plant, leaving a theoretical 400 cfs for the main channel. This is a level which would/should make the 'creeky' drops (immediately downstream of the Hatfield dam) runnable. Levels of 2262 cfs should leave 1000 cfs for the main reach, which would/should make the upper reach quite gnarly, but begins to make the main reach worthwhile as a playboating run. Obviously there are a great many factors which will contribute to making this gauge unreliable for determining actual flow in this reach, therefore calling the toll-free number is encouraged to confirm where the water is going.
| Gauge/flow analysis based on data from 1963-10-01 to 2008-05-11 | |
| Drainage area at gauge | 1290 sq.mi. |
| Minimum mean daily flow during stated period | 19 cfs (1988.08.04) |
| 90% of time flow exceeds | 102 cfs |
| 10% of time flow exceeds | 2,652 cfs |
| Maximum mean daily flow during stated period | 42,878 cfs (1979.04.25) |
| 10/90 ratio ('flashy-ness') (under 3 is fairly steady, over 10 is quite 'flashy') |
26.1 |
| Average days per year over recommended 'low' threshold (1662 cfs theoretically on gauge, 400 cfs theoretically in reach) |
58 |
| Average days per year over recommended 'high' threshold (2262 cfs theoretically on gauge, 1000 cfs theoretically in reach) |
43 |
The OLD licensing agreement which was issued February, 1999, had releases scheduled for the third Saturday of each month from April through August, with flows of of April: 2,350 cfs, May: 1,595 cfs, June: 895 cfs, July: 1,070 cfs, and August: 835 cfs. Unfortunately, these were often subject to last minute cancellation (at the discretion of the hydro company) if there was not sufficient inflow to the reservoir (minimum of 400 cfs). This agreement is no longer in effect!
A new agreement issued June 10, 2008 provides:
(1) Minimum release flows would be provided one Saturday during the months of May, June, and September.
(2) The flows would be released from 11:00 am to 2:00 pm.
(3) Inflows above 150 cfs, measured at the Neillsville flow gage at least 24 hours in advance, would trigger the release flows. Flows above 150 cfs and below 1,200 cfs would allow a release of flows between 400 and 600 cfs of varying peak durations. The targeted peak flow duration is three hours.
(4) Ramping rates in the dewatered reach of the Black River would be maintained at 300 cfs an hour (cfs/h) rising limb and 100 cfs/h falling limb.
(5) Inflows occurring during a planned release above 1,200 cfs would be directed into the bypassed reach, increasing the recreational flows.
The key points here are that releases are NOT necessarily the third Saturday, but 'one Saturday', occur only three months (May, June, September, NOT April through August as before), flows will be only 400-600.cfs (appropriate for the class IV+ section below the dam, but not generally for the full run), and flows will be cancelled if less than 150 cfs inflow (on Neillsville gauge) and augmented (increased) by the full amount of inflow in excess of 1200 cfs (possibly making the full run worthwhile).
Most generally, boaters should expect the full run to be worthwhile only in early spring, or after particularly heavy rains, on UNSCHEDULED dates, just as it had been without the agreement (as described above the gauge analysis above).
For more information: Jeff Polzine at (715) 284 1946 w or (715) 284 4417 h
Angie Tornes (NPS, FERC) at 414-297-3605
There is a NOAA gauge at the Hydro Plant.
The tabular data for which can be accessed at NOAA Hatfield Hydro.
While we can embed their graph here, we do not have access to reformat their data at this time.
From the release study which was conducted in 1995, my recollection of the consensus opinion of the boaters who were there was:
1000cfs was tame play,
1750cfs was very a good intermediate level, and
2500cfs was pushy and difficult play for most boaters.
Bear in mind, 'playability factors' (boat designs, boater technique, and what constitutes a 'good' playable feature) have changed somewhat since then.
If you have input on 'best' boatable levels (either for the initial class IV 'creek' reach or for the longer 'play' reach) please use the 'Add a comment' button in the "Comments" tab, or sign on as StreamTeam member for this reach!
| Name | Range | Difficulty | Updated | Level | ||||||||||||||||||||||||||||
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| Black at Hatfield | ||||||||||||||||||||||||||||||||
| virtual-11094 | 1502 - 4762 cfs | I | 02h34m | ~ 0 cfs (rc= -1.0 ) | ||||||||||||||||||||||||||||
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ALWAYS check 1-888-HYDROWI or online datasite to confirm actual flow in bypass. |
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No Comments
Users can submit comments.| Mile | Rapid Name | Class | Features (Legend) |
|---|---|---|---|
| 0.6 | Island Drop | II | |
| 2.3 | minor rapids #1 | II | |
| 2.8 | minor rapids #2 | II | |
| 3.1 | Powerhouse Rapids | II |
Downstream of the put-in waves, downstream of the highway bridge, an island splits the flow. The main channel is to the right, and the flow drops across a bedrock intrusion. At some flows a fine surf can be had here.
A rocky outcropping splits the flow and allows some minor play.
A final boulder and bedrock intrusion allows minor play (though most folks don't bother, since they've played out the upper stuff).