Black (Jackson Co.) - E) Hatfield Dam to Power Plant (3.2 miles)


Black (Jackson Co.), Wisconsin, US

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E) Hatfield Dam to Power Plant (3.2 miles)

Usual Difficulty II-III(IV) (varies with level)
Length 3.2 Miles
Avg. Gradient 20 fpm
Max Gradient 33 fpm

WI, Black River, Surf Wave


WI, Black River, Surf Wave
Photo by Thomas O'Keefe В© taken 01/01/96

Gauge Information

Name Range Difficulty Updated Level
Black at Hatfield
virtual-11094 1502 - 4762 cfs I 02h34m ~ 0 cfs (rc= -1.0 )
Within capacity of penstock/powerplant, therefore expect virtually no flow in bypassed reach. ALWAYS check 1-888-HYDROWI or online datasite to confirm actual flow in bypass.


River Description

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).  


StreamTeam Status: Not Verified
Last Updated: 2011-03-19 20:19:32

Photo#878825

Detail Trip Report    @Black (Jackson Co.) E) Hatfield Dam to Power Plant (3.2 miles), WI(3.23MB .jpeg)

Photo#878824

Detail Trip Report    @Black (Jackson Co.) E) Hatfield Dam to Power Plant (3.2 miles), WI(795.01KB .jpeg)

Photo#878823

Detail Trip Report    @Black (Jackson Co.) E) Hatfield Dam to Power Plant (3.2 miles), WI(714.77KB .jpeg)

Photo#878822

Detail Trip Report    @Black (Jackson Co.) E) Hatfield Dam to Power Plant (3.2 miles), WI(671.03KB .jpeg)

First Pitch

Detail Trip Report  First Pitch  @Black (Jackson Co.) E) Hatfield Dam to Power Plant (3.2 miles), WI(3.65MB .jpeg)

1500-2000cfs

Detail Trip Report  1500-2000cfs  @Black (Jackson Co.) E) Hatfield Dam to Power Plant (3.2 miles), WI(183.94KB .jpeg)

~ 2200 cfs

Detail Trip Report  ~ 2200 cfs  @Black (Jackson Co.) E) Hatfield Dam to Power Plant (3.2 miles), WI(3.57MB .jpeg)

WI, Black River, Surf Wave

Detail Trip Report  WI, Black River, Surf Wave  Black River, WI(2.27MB .jpeg)

Above the Putin

Detail Trip Report  Above the Putin  Black River, WI, WI(120.25KB .jpeg)

Above the Putin

Detail Trip Report  Above the Putin  Black River, WI, WI(142.78KB .jpeg)

Second Drop second pitch

Detail Trip Report  Second Drop second pitch  Black River, WI(150.48KB .jpeg)

Second Drop second pitch

Detail Trip Report  Second Drop second pitch  Black River, WI(86.48KB .jpeg)


Gauge Information

Gauge Description:

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!

Gauge Information

Name Range Difficulty Updated Level
Black at Hatfield
virtual-11094 1502 - 4762 cfs I 02h34m ~ 0 cfs (rc= -1.0 )
Within capacity of penstock/powerplant, therefore expect virtually no flow in bypassed reach.
ALWAYS check 1-888-HYDROWI or online datasite to confirm actual flow in bypass.
RangeWater LevelDifficultyComment
0 -1262 cfs extremely Low-somewhat Low I Within capacity of penstock/powerplant, therefore expect virtually no flow in bypassed reach.
1262 -1502 cfs somewhat Low-barely Low II(III) Possibly 0-240 cfs in bypassed channel. Possibly enough water for low-level runs of 'creeky' stuff below dam.
1502 -2202 cfs barely runnable-med runnable III-IV Possible 240-700 in bypassed channel. Possibly adequate flow for 'creeky' stuff immediately below the dam. Possibly marginal flow for full (class II) run.
2202 -2502 cfs med runnable-a bit pushy runnable II-III(V) Possibly 700-1240 cfs in bypassed channel. Likely too high for 'creeky' section. Likely low level for full (class II) run.
2502 -4762 cfs a bit pushy runnable-high runnable II-III(V+) Possibly 1240-3500 cfs in bypassed channel. Likely good playable flow for main reach.
4762 -99999 cfs barely High-extremely High II-III+(V+) Possibly in excess of 3500 cfs in bypassed channel. Unusually high.

Report - Reports of Black (Jackson Co.) E) Hatfield Dam to Power Plant (3.2 miles) and related gauges

Reports give the public a chance to report on river conditions throughout the country as well as log the history of a river.

Reports

When River/Gauge Subject Level Reporter
Black River [WI] Second Drop second pitch n/a Helge Klockow
281d19h20m /Black (Jackson Co)-E) Hatfield Dam to Power Plant [WI] Account of 05/05/11 9000 cfs user: "Jackson120890"
281d19h21m /Black (Jackson Co)-E) Hatfield Dam to Power Plant [WI] Account of 05/05/11 9000 cfs user: "Jackson120890"
281d19h22m /Black (Jackson Co)-E) Hatfield Dam to Power Plant [WI] Account of 05/05/11 9000 cfs user: "Jackson120890"
281d19h23m /Black (Jackson Co)-E) Hatfield Dam to Power Plant [WI] Account of 05/05/11 9000 cfs user: "Jackson120890"
281d19h24m /Black (Jackson Co)-E) Hatfield Dam to Power Plant [WI] First Pitch 9876 cfs user: "Jackson120890"
1y152d17h47m /Black (Jackson Co)-E) Hatfield Dam to Power Plant [WI] 1500-2000cfs 1750 cfs bryan foster
2y330d16h47m Black (Jackson Co.)E) Hatfield Dam to Power Plant (3.2 miles) [WI] Account of 08/08/09 n/a n/a
8y281d15h47m Black River, WI [WI] Above the Putin 1500 Helge Klockow
9y181d15h47m Black River [WI] Second Drop second pitch 300-500 cfs Helge Klockow
> 10 years Black River [WI] WI, Black River, Surf Wave n/a Thomas O'Keefe

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Rapid Summary

Mile Rapid Name Class Features (Legend)
0.6Island DropIIPlayspot
2.3minor rapids #1IIPlayspot
2.8minor rapids #2IIPlayspot
3.1Powerhouse RapidsIIPlayspot

Rapid Descriptions

Island Drop (Class II, Mile 0.6)

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.



minor rapids #1 (Class II, Mile 2.3)

Rocky intrusion creates minor play.



minor rapids #2 (Class II, Mile 2.8)

A rocky outcropping splits the flow and allows some minor play.



Powerhouse Rapids (Class II, Mile 3.1)

A final boulder and bedrock intrusion allows minor play (though most folks don't bother, since they've played out the upper stuff).





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 E) Hatfield Dam to Power Plant (3.2 miles), Black (Jackson Co.) Wisconsin, US (mobile)