Unnatural flow variability of the Pigeon River caused by the Golden Lotus Inc. Dam.

 

 

 

 

Andrew J. Nuhfer

 

David J. Borgeson

 

and

 

Kurt Newman

 

 

Michigan Department of Natural Resources

 

June 2009
Abstract

 

The operation of the Golden Lotus Inc. dam cause huge unnatural increases and decreases in flow in the Pigeon River downstream of the dam.  In June 2008, one of these abnormal manipulations of flow at the dam caused a massive fish kill in the Pigeon River.  Historically, most hydroelectric dams in Michigan were operated as peaking projects, which released large amounts of water during periods of peak electrical demand and low amounts of water during non-peak periods, usually at night.  The Golden Lotus dam is operated as a peaking project and to maintain specific water levels in the impoundment.  Routine operation of the Golden Lotus Dam commonly produces flood and drought conditions on a daily and even an hourly basis.  Peaking operations of the Golden Lotus Dam during the spring of the year exacerbate fluctuation of discharge in the Pigeon River during a time when young trout fry are already at risk from natural variability in discharge.  Such extreme fluctuations undoubtedly have a negative effect on the habitat quality and aquatic community, particularly salmonid populations, in the Pigeon River.  The continued existence of the dam poses a constant risk of future fish kills and other ecosystem damage.

 

Introduction

 

Biologists, anglers, and other users of the Pigeon River have long known that operation of the Golden Lotus Inc. dam cause unnatural changes in water depth and flow in the river downstream of the dam.  When the dam is operated to generate electricity or to lower the water level in the impoundment, water depth in the river downstream rises and the increases in flow are associated with increased turbidity.  When the dam is operated to increase water level in the impoundment, water depth and flow in the river downstream declines to unnatural levels.  Flow changes of 100%-300% over short time intervals of just 6 to 12 hours are common.  Even larger increases in peaking flows have been documented over periods of 18 to 24 hours.  Most aquatic organisms are not adapted to these unnatural daily flow fluctuations and hence aquatic productivity downstream of peaking facilities is reduced (Cushman 1985).  Walker (2008) reported that the pattern of siltation and turbidity observed in the Pigeon River down from the dam was most likely attributable to the unnatural rising and falling flows caused by operation of gates at the dam.

Objectives of this report are to present data that illustrate how the Golden Lotus dam causes unnatural flow conditions in the Pigeon River and to describe ways that this damages and diminishes the aquatic ecosystem downstream of the dam.

 

Methods

 

Analysis of flow variation in the Pigeon River

 

Daily and seasonal variation in streamflow discharge (Q) of the Pigeon River downstream of the Golden Lotus Dam was compared to variation in the adjacent Sturgeon River watershed.  Data were obtained from records of stage height and discharge collected at USGS gauging stations located near Vanderbilt, MI on the Pigeon River and at Wolverine, MI on the Sturgeon River from October 1989 through October 2007 (http://ida.water.usgs.gov/ida/) (Figure 1).  Stage height data were recorded electronically at either 15 minute or 1 hour intervals.  MDNR used the USGS data to compute daily minimum, mean, and maximum discharge for each river.  Since the rivers are not the same size at the gaged sites, MDNR standardized daily flow variation for the respective rivers by computing daily percent variation in discharge from the daily average using the equation shown below.

 


Percent daily variation =

((maximum daily discharge – minimum daily discharge) / (average daily discharge))*100

 

MDNR also presents graphics depicting daily flow variation in both rivers on the same days to illustrate how dramatically the regulated flow of the Pigeon River differs from the natural unregulated flow of the Sturgeon River.  MDNR characterized the frequency of certain extreme events such as extreme low flows and extreme high flows to illustrate the constant risk to the health of the Pigeon River posed by the continued existence of the Golden Lotus Dam.

Finally, MDNR evaluated probable effects of flow variation on fish populations and other biota in the Pigeon River with reference to scientific literature relating discharge instability to population parameters such as reproductive success and survival.

 

Results

 

Flow variability

 

Operation of the gates at Golden Lotus Dam frequently cause extreme flood and drought conditions on a daily basis in the Pigeon River whereas wide fluctuations in flow do not occur in the adjacent unregulated Sturgeon River.  Median daily percent flow variation in the Pigeon River was 62.9% as compared to 5.6% in the adjacent Sturgeon River (Figure 2).  MDNR’s analysis of flow data collected from October 1989 through September 2007 showed that in the Pigeon River daily flow varied by over 100% about 24% of the time, or 1,388 out of 5,818 days.  In the adjacent Sturgeon River daily flow varied over 100% on only 9 days out of 5,812 days of flow records (0.15% of days). 

The contrast in daily flow variation between the two rivers was even more striking when MDNR examined how much higher daily maximum flows were than daily minimum flows.  From October 1989 through September 2007 daily maximum flows in the Pigeon River averaged 2.2 times higher than daily minimum flows and in one instance daily maximum flow was 17.8 times higher than minimum flow.  By contrast, in the Sturgeon River a daily maximum flow averaged only 1.1 times higher than daily minimum flows and the most extreme difference was only 4.0 times higher than daily minimum flow during the same 18-year period from 1989 to 2007.  On June 23, 2008 the daily maximum discharge of 170.7 cfs in the Pigeon River was 23.4 times higher than the daily minimum flow of 7.3 cfs.  In the Sturgeon River, the maximum discharge of 225.4 cfs on June 23, 2008 was only 1.16 times higher than the minimum discharge of 195.1 cfs.

The most extreme daily variation in stream flow in the Pigeon River generally occurs during April and May when newly emerged brook trout and brown trout fry emerge from their redds and are most vulnerable to mortality due to high flows.  Both species are less than an inch long when they emerge from their redd and are unable to withstand fast water velocities because they are very weak swimmers at that stage of development.  Figure 3 graphically illustrates the contrast between the extreme daily variations in flow in the Pigeon River during spring 2006 as compared to the low daily variability in flow of the Sturgeon River.  On some dates, high flows in the regulated Pigeon River were as high as or even higher than high flows in the Sturgeon River.  This would not occur under natural conditions because the drainage area of the Pigeon River upstream of the USGS gage is only 57.7 square miles as compared to a drainage area of 192 square miles at the Sturgeon River gage. 

Operation of the gates of the Golden Lotus Dam during and after regional rain events frequently result in extreme fluctuations in flow over very short time intervals in the Pigeon River whereas similar fluctuations are not observed in the Sturgeon River.  The contrast in flow patterns of the two rivers during the first day of the June 2008 fish kill in the Pigeon River is shown in Figure 4.  The rainfall event that occurred caused a very modest and smooth rise in discharge in the Sturgeon River.  By contrast, operation of the gates at the dam in response to the rain event resulted in a steep and rapid rise in discharge in the Pigeon River and resulted in a large release of sediment.  Subsequent operation of the gates resulted in extreme low flows that exacerbated the severity of the fish kill.

Extreme low flows such as those observed in June 2008 in the Pigeon River have also occurred in the past due to improper operation of gates at Golden Lotus Dam.  Figure 5 shows that flow of the Pigeon River fell to less than 10 cfs for more than 12 hours during mid-September 2003 and was not restored to “normal” until about 24 hours after the initial closing of the gates.  During this same time, flow of the Sturgeon River was stable (Figure 5).  It is not known if the low flows in September 2003 caused a fish kill because the dewatering was most severe at night when a fish kill would not likely be observed.  Other low flow events (< 20 cfs) have been observed during winter months at times when brown trout and brook trout eggs and alevins in redds would have been vulnerable to freezing due to the unnatural decline in flows. 

 

Discussion

 

The peaking operation of the Golden Lotus Dam causes extreme flood and drought conditions on a daily basis, which is stressful to aquatic organisms.  Alteration in daily flow regimes creates unnatural changes in the hydrological function of the river with accompanying changes in erosion, sedimentation, shape of the channel, and ultimately instream habitat.  High flow conditions during the time of incubation and fry emergence have been negatively correlated with year-class strength, and accordingly the density of older age classes, for salmonids such as brown trout in Michigan (Nuhfer et al. 1994, Zorn and Nuhfer 2007a, Zorn and Nuhfer 2007b) and elsewhere (Strange et al. 1992; Jensen and Johnsen 1999; Spina 2001; Cattanéo et al. 2002; Lobón-Cerviá 2004).  Golden Lotus Inc.’s operation of the gates at Golden Lotus Dam (since October 1989) has frequently caused unnatural flow extremes that have been shown to cause mortality of trout and other aquatic organisms in other rivers.  However, MDNR can only detect large scale fish kills caused by operation of the dam (e.g. the kills documented in 1984 and 2008) because direct observations of mortality of smaller trout such as fry are next to impossible.

Zorn and Nuhfer (2007b) estimated the 50% swim-up dates for brown trout fry in several northern Michigan streams during a ten-year period (1995-2006) and found that the average date varied from mid-April to mid-May, depending upon winter severity.  The time period of elevated streamflows due to increased runoff from spring snowmelt and seasonally high precipitation levels overlaps these emergence dates in Northern Michigan.  Thus, peaking operations of the Golden Lotus dam on the Pigeon River further exacerbate the problem of fluctuating stream flows during a time when young fry are already at risk from natural variability in discharge.  For example, daily stream flows in the Pigeon River below the dam fluctuated wildly over 24-hr time periods during April and May of 2006 (Figure 3).  Daily flow fluctuations in the neighboring Sturgeon River, which is unaffected by dams, were much more gradual (Figure 3).  Such extreme fluctuations undoubtedly have a negative effect on the habitat quality and aquatic community, particularly salmonid populations, in the Pigeon River.  Peaking operations at dams are also known to diminish or change the diversity, density, and type of macroinvertebrate communities downstream (Cushman 1985).  Gislason (1985) reported that abundance of benthic insects was 1.8-59 times higher under a stable flow pattern compared to abundance in the same river when hydroelectric power-peaking induced large daily flow fluctuations.

It is very likely that drought flows associated with peaking operations at the dam reduce survival of salmonid embryos developing in redds.  Embryos buried in the gravel require movement of water through the gravel to supply them with oxygen and to remove waste products.  Salmonids select sites to lay their eggs based on habitat features such as water depth, velocity and substrate composition.  Trout that spawn while water levels are high or normal in the Pigeon River sometimes select redd sites that become unsuitable when flows through the dam are later reduced to unnaturally low levels.  Redd dewatering due to fluctuating flows below dams has been documented in the fisheries literature (e.g. Anderson and Nehring 1985; Pender and Kwak 2002).  Disruption of brown trout spawning by fluctuating flows has also been documented in the fisheries literature (e.g. Nelson 1986).  Brown trout have also been observed to react to rising flows below hydropower dams by abandoning redd construction (Pender and Kwak 2002).  In April 2005 some steelhead redds downstream of the Golden Lotus Inc. dam were dewatered at flow rates of 45 cfs (N. Godby, DNR Fisheries Biologist, unpublished data).  Minimum flows that are this low, and far lower, are often observed in the Pigeon River due to operation of the gates of the dam.  Salmonid sac fry and pre-emergent alevins are more likely to die from effects of dewatering than recently deposited eggs and the highest mortalities usually occur at lower levels of dissolved oxygen and at lower water velocities (Shumway et al. 1964, Becker et al. 1982).  Reduced oxygen and flow also retard growth and development (Becker et al. 1982).  Dewatering of redds during cold winter months increases the risk of mortality due to freezing of developing embryos.

Thus, there is scientific evidence that the routine operation of the Golden Lotus Dam causes chronic mortality of trout in the river in at least three ways.  Spawning activity is disrupted, hatching success of trout eggs is reduced, and mortality of recently emerged trout fry is higher than normal.  In addition, it is very likely that turbidity from routine peaking operations at the dams reduces foraging efficiency and that the abnormal high flows that occur on virtually a daily basis increase energetic costs for fish.  Although these effects may not be lethal, they certainly detract from the health and productivity of the aquatic ecosystem in the Pigeon River.

When even greater deviations in flow occur, such as the event in June 2008, catastrophic mortalities and disruption of the river ecosystem occur.  History demonstrates that huge deviations from normal flow are quite common downstream from the Golden Lotus dam and thus the river and its biota will continue to be in a constant state of jeopardy unless the dam is removed.

 

References

 

Anderson, R.M., and R.B. Nehring.  1985.  Impacts of stream discharge on trout rearing habitat and trout recruitment in the South Platte River, Colorado.  Pages 59-64 in F.W. Olsen, R.G. White, and R.H. Hamre, editors.  Symposium on small hydropower and fisheries.  American Fisheries Society, Western Division, Bethesda, Maryland.

 

Becker, C. D., D.A. Neitzel, and D.H. Fickeisen.  1982.  Effects of dewatering on Chinook salmon redds: tolerance of four developmental phases to daily dewaterings.  Transactions of the American Fisheries Society 111:624-637.

 

Cattanéo, F., N. Lamouroux, P. Breil, and H. Capra.  2002.  The influence of hydrological and biotic processes on brown trout (Salmo trutta) population dynamics.  Canadian Journal of Fisheries and Aquatic Sciences 59:12-22.

 

Cushman, R. M.  1985.  Review of ecological effects of rapidly varying flows downstream from hydroelectric facilities.  North American Journal of Fisheries Management 5:330-339.

 

Gislason, J. C.  1985.  Aquatic insect abundance in a regulated stream under fluctuating and stable diel flow patterns.  North American Journal of Fisheries Management 5:39-46.

 

Jensen, A.J., and B.O. Johnsen.  1999.  The functional relationship between peak spring floods and survival and growth of juvenile Atlantic salmon (Salmo salar) and brown trout (Salmo trutta).  Functional Ecology 13:778-785.

Lobón-Cerviá, J.  2004.  Discharge-dependent covariation patterns in the population dynamics of brown trout (Salmo trutta) within a Cantabrian river drainage.  Canadian Journal of Fisheries and Aquatic Sciences 61:1929-1939.

 

Nelson, F. A.  1986.  Effect of flow fluctuations on brown trout in the Beaverhead River, Montana.  North American Journal of Fisheries Management 6:551-559.

 

Nuhfer, A. J., R. D. Clark, Jr., and G. R. Alexander.  1994.  Recruitment of brown trout in the South Branch of the Au Sable River, Michigan, in relation to stream flow and winter severity.  Michigan Department of Natural Resources, Fisheries Research Report 2006, Ann Arbor.

 

Pender, D.R., and J. J. Kwak.  2002.  Factors influencing brown trout reproductive success in Ozark tailwater rivers.  Transactions of the American Fisheries Society 131:698-717.

 

Shumway, D. L., C. E. Warren, and P. Doudoroff.  1964.  Influence of oxygen concentration and water movement on the growth of steelhead trout and coho salmon embryos.  Transactions of the American Fisheries Society 93:342-356.

 

Spina, A.P.  2001.  Incubation discharge and aspects of brown trout population dynamics.  Transactions of the American Fisheries Society 130:322-327.

 

Strange, E.M., P.B. Moyle, and T.C. Foin.  1992.  Interactions between stochastic and deterministic processes in stream fish community assembly.  Environmental Biology of Fishes 36:1-15.

Walker, B.R. 2008. A biological survey of the Pigeon River and selected tributaries in Cheboygan and Otsego counties, July 15-20, 2005. Michigan Department of Environmental Quality, Water Bureau. Report No. MI/DEQ/WB-08/001.

Zorn, T. G., and A. J. Nuhfer.  2007a.  Influences on brown trout and brook trout population dynamics in a Michigan River.  Transactions of the American Fisheries Society 136:691-705.

 

Zorn, T.G. and A.J. Nuhfer.  2007b.  Regional synchrony of brown trout and brook trout population dynamics among Michigan rivers.  Transactions of the American Fisheries Society 136(3): 706-717.

 

 

Figure 1─Round dots depict the locations of USGS water stage recorders on the Pigeon River at Sturgeon Valley Road and the Sturgeon River in Wolverine.

Figure 2. – Frequency histograms of percent daily flow variation of the Pigeon River at Sturgeon Valley Road compared to the Sturgeon River near Wolverine from October 1989 through September 2007.  Each graphic is based on discharge data collected on over 5,800 days.  Data are from the United States Geological Survey. 


 

Figure 3. – Daily variation in stream flow (cubic feet per second) of the Pigeon River (solid line) and Sturgeon River (dashed line), March 01-May 31, 2006.  Data are from the United States Geological Survey. 


 

Figure 4.– Stream discharge (cubic feet per second) of the Pigeon River (bottom line) and Sturgeon River (top line) from noon on 6/22/08 to midnight on 6/23/08.  Data were collected by the United States Geological Survey at 15-minute intervals.  Note the extreme increase and decrease in the flow of the regulated Pigeon River as compared to the very modest and gradual increase and decline in flow of the unregulated Sturgeon River.


 

Figure 5. – Stream discharge (cubic feet per second) of the Pigeon River (lower solid line) and Sturgeon River (upper dashed line) from midnight on 9/16/03 to midnight on 9/18/03.  Data were collected by the United States Geological Survey at 15-minute intervals.