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ASSESSING THE IMPACTS OF RIVER REGULATION ON NATIVE BULL TROUT
(SALVELINUS CONFLUENTUS) AND WESTSLOPE CUTTHROAT TROUT
(ONCORHYNCHUS CLARKII LEWISI ) HABITATS IN THE UPPER FLATHEAD RIVER,
MONTANA, USA
C. C. MUHLFELD,
a
*L. JONES,
a
D. KOTTER,
a
W. J. MILLER,
b
D. GEISE,
c
J. TOHTZ
d
and B. MAROTZ
d
a
US Geological Survey, Northern Rocky Mountain Science Center, Glacier National Park, West Glacier, Montana, USA
b
Miller Ecological Consultants, Inc., Fort Collins, Colorado, USA
c
Spatial Sciences & Imaging, Fort Collins, Colorado, USA
d
Montana Fish, Wildlife & Parks, Kalispell, Montana, USA
ABSTRACT
Hungry Horse Dam on the South Fork Flathead River, Montana, USA, has modified the natural flow regimen for power generation, flood
risk management and flow augmentation for anadromous fish recovery in the Columbia River. Concern over the detrimental effects of dam
operations on native resident fishes prompted research to quantify the impacts of alternative flow management strategies on threatened bull
trout (Salvelinus confluentus) and westslope cutthroat trout (Oncorhynchus clarkii lewisi) habitats. Seasonal and life‐stage specific habitat
suitability criteria were combined with a two‐dimensional hydrodynamic habitat model to assess discharge effects on usable habitats.
Telemetry data used to construct seasonal habitat suitability curves revealed that subadult (fish that emigrated from natal streams to the river
system) bull trout move to shallow, low‐velocity shoreline areas at night, which are most sensitive to flow fluctuations. Habitat time series
analyses comparing the natural flow regimen (predam, 1929–1952) with five postdam flow management strategies (1953–2008) show that
the natural flow conditions optimize the critical bull trout habitats and that the current strategy best resembles the natural flow conditions of
all postdam periods. Late summer flow augmentation for anadromous fish recovery, however, produces higher discharges than predam
conditions, which reduces the availability of usable habitat during this critical growing season. Our results suggest that past flow
management policies that created sporadic streamflow fluctuations were likely detrimental to resident salmonids and that natural flow
management strategies will likely improve the chances of protecting key ecosystem processes and help to maintain and restore threatened
bull trout and westslope cutthroat trout populations in the upper Columbia River Basin. Copyright ©2011 John Wiley & Sons, Ltd.
key words: flow regulation; dams; bull trout; westslope cutthroat trout; IFIM; fish habitat; two‐dimensional hydrodynamic habitat modelling
Received 22 October 2010; Revised 6 December 2010; Accepted 19 January 2011
INTRODUCTION
Dams are one of the greatest threats to river biodiversity
worldwide (Postel et al., 1996; Poff et al., 2007). Nearly
half of the world's large river systems have been modified
by dams and diversions for water, energy and transportation
(Nilsson et al., 2005). Dams fragment riverine systems and
modify the natural flow regimen, thereby altering fluvial
dynamics, streamflow processes, and biological diversity at
multiple spatial and temporal scales (Stanford et al., 1996;
Poff et al., 1997; Richter et al., 1997; Rosenberg et al.,
2000; Petts, 2009). The construction and operation of
hydroelectric dams modify both downstream and upstream
fish communities and habitats through inundation, flow
modification and fragmentation (Bain et al., 1988; Poff
et al., 1997; Murchie et al., 2008). Dams block fish
movements, causing genetic isolation (Heggenes and Roed,
2006) and loss of migratory populations (Gosset et al.,
2006; Northcote, 1997), and may produce large daily and
hourly streamflow fluctuations that negatively impact fish
populations and lotic community structure (Cushman, 1985;
Poff and Ward, 1989), which have contributed to the
decline and extinction of many populations and species of
freshwater fishes and native aquatic biota (Rahel, 2000;
Freeman et al., 2001). Consequently, conservation of
riverine ecosystems can be enhanced by understanding the
impacts of alternative dam operations on critical aquatic
habitats (Petts, 1984).
Dams in the Columbia River Basin of North America
have contributed to severe declines in anadromous fish
stocks during the latter part of the 20th century (Williams
et al., 1989). Most acknowledged are the declines of wild
*Correspondence to: C. C. Muhlfeld, US Geological Survey, Northern
Rocky Mountain Science Center, Glacier National Park, West Glacier,
Montana 59936, USA.
E‐mail: cmuhlfeld@usgs.gov
©
RIVER RESEARCH AND APPLICATIONS
River Res. Applic. 28: 940–959 (2012)
Published online 3 March 2011 in Wiley Online Library
(wileyonlinelibrary.com) DOI: 10.1002/rra.1494
Copyright © 2011 John Wiley & Sons, Ltd.
salmon and steelhead runs, resulting from habitat alteration
and increased smolt and adult migration mortality associated
with hydroelectric dams along the Columbia and Snake
Rivers (Hatten et al., 2009; Kareiva et al., 2000).
Accordingly, recovery programmes have called for late
summer flow augmentation in the Columbia River intended
to assist with the out‐migration of salmon and steelhead
smolts (ISAB, 1997; USFWS, 2000, 2006; NOAA‐Fisheries,
2000, 2008). Flow augmentation is provided, in part,
by releasing water from the Hungry Horse (South Fork
Flathead River) and Libby (Kootenai River) reservoirs in the
headwater reaches of the Columbia River in Montana. In
addition, these two headwater reservoirs provide approxi-
mately 40% of the usable water storage in the US portion of
the Columbia Basin power and flood control operations
(B. Marotz, unpublished data). Despite these water‐use
demands from headwater storage areas, to our knowledge,
no studies have quantified the impacts of flow management
strategies on native freshwater (resident) salmonids inhabit-
ing the headwaters of the Columbia River Basin.
The two native resident fish species affected by flow
augmentation and dam operations in the Columbia River
Basin are the bull trout (Salvelinus confluentus) and the
westslope cutthroat trout (Oncorhynchus clarkii lewisi).
Populations have declined throughout much of their native
ranges in western North America, including all portions of
the Columbia River Basin (Williams et al., 1989; Rieman
et al., 1997; Shepard et al., 2005), owing primarily to
habitat destruction, fragmentation and non‐native species.
As a result, bull trout are listed as a threatened species under
the US Endangered Species Act, and westslope cutthroat
trout are classified as a species of special concern throughout
their native range in the United States. Loss of habitat
connectivity and habitat modification can be especially
detrimental to migratory populations because they require
large, relatively pristine and ecologically diverse connected
habitats for spawning, rearing and feeding (Schmetterling,
2001; Muhlfeld and Marotz, 2005; Muhlfeld et al., 2009b),
which is vital for metapopulation persistence (Rieman and
McIntyre, 1995; Rieman and Allendorf, 2001).
The upper Flathead River system in Montana, USA, and
British Columbia, Canada, is considered a range‐wide
stronghold for native bull trout and westslope cutthroat trout
populations (Fraley and Shepard, 1989; Muhlfeld et al.,
2009b). The flow‐regulated portion of the Flathead River
upstream of Flathead Lake (Figure 1) provides critical
overwintering and rearing habitats for migratory populations
(Shepard et al., 1984; Fraley and Shepard, 1989; Muhlfeld
et al., 2003; Muhlfeld and Marotz, 2005; Muhlfeld et al.,
2009a). Since the construction of Hungry Horse Dam in
1952, the natural flow regimen has been modified for power
generation, flood risk management and flow augmentation
for anadromous fish recovery in the Columbia River
downstream, by storing water derived from spring run‐off
and sporadically releasing it during the summer, fall and
winter months when flows were historically low (Figure 2)
(Marotz et al., 1996). Concern over the detrimental effects of
flow fluctuations on native salmonid populations prompted
managers to restore and enhance critical river habitats
through flow management strategies that balance human
water uses and the recovery and conservation of resident and
anadromous fishes.
The purpose of this study was to quantify how flow
management strategies have influenced the availability of
critical native salmonid habitats in the regulated portion of the
main‐stem Flathead River. Our objectives were as follows:
(i) develop site‐specific habitat suitability functions for
subadult bull trout, adult bull trout and westslope cutthroat
trout to characterize seasonal use of depth and velocity in the
Flathead River; (ii) use a two‐dimensional (2D) hydro-
dynamic model to simulate the microhabitat (depths and
velocities) conditions in the river as a function of streamflow;
(iii) combine the habitat suitability curves with the micro-
habitat conditions using a geographic information system
(GIS)‐based habitat model (Miller et al., 2003) to estimate
how the quantity and the quality of habitat vary spatially
over a range of discharges; and (iv) evaluate the impacts
of five postdam flow management regimens (1953–2008) on
critical habitats and compare the results with predam natural
flow conditions (1929–1952). Understanding discharge
effects on critical habitats is essential to developing
management programmes for recovery of resident fishes
while simultaneously balancing management constraints
of power, flood control and anadromous fish recovery.
STUDY AREA
The upper Flathead River drainage
The upper Flathead River drainage originates in the
Rocky Mountains of north‐western Montana, and British
Columbia, and includes the North Fork, Middle Fork, South
Fork, main‐stem Flathead River and Flathead Lake. The
drainage area is approximately 18 400 km
2
and is in the
headwaters of the upper Columbia River Basin. Our study
was conducted in the flow‐regulated main stem of the
Flathead River between the South Fork Flathead River and
the Stillwater River (Figure 1). It was divided into two
reaches based on changes in geomorphology. Reach 1 is
mostly a single‐thread channel (average gradient = 0.23%)
that begins at the South Fork confluence and extends
17.6 km downstream. Reach 2 is a 19.2‐km (average
gradient = 0.03%) anastomosing channel (multiple stable
channels that have a large area covered by mature
vegetation) that extends downriver to the confluence with
the Stillwater River.
DAM IMPACTS ON NATIVE SALMONIDS 941
Copyright © 2011 John Wiley & Sons, Ltd. River Res. Applic. 28: 940–959 (2012)
DOI: 10.1002/rra
A representative study section was selected in each reach
and was used to construct a 2D, spatially explicit habitat
model (Miller et al., 2003). The study section in reach 1
was 3.4 km (~500 000 m
2
), and the study section in reach 2
was 3.9 km (~820 000 m
2
). Native fish species found
in reaches 1 and 2 include bull trout, westslope cutthroat
trout, mountain whitefish (Prosopium williamsoni), long-
nose sucker (Catostomus catostomus), largescale sucker
(Catostomus macrocheilus) and sculpins (Cottus spp.).
Non‐native fishes include rainbow trout (Oncorhynchus
mykiss), lake trout (Salvelinus namaycush) and lake
whitefish (Coregonus clupeaformis).
Hungry Horse Dam, South Fork Flathead River
The North, Middle and South Forks of the Flathead River
drain approximately 12 000 km
2
, with an average annual
discharge of 275 m
3
(measured at Columbia Falls). The
main stem of the Flathead River, beginning at the
confluence of the South Fork, then flows through
the Flathead Valley from Columbia Falls to Flathead Lake.
Hungry Horse Dam, located 8.5 km upstream of the South
Fork Flathead River confluence with the main‐stem
Flathead River, was completed in 1952. The upstream
drainage area in the South Fork is 4248 km
2
, contributing
Figure 1. Study reaches in the upper Flathead River, Montana.
C. C. MUHLFELD ET AL.942
Copyright © 2011 John Wiley & Sons, Ltd. River Res. Applic. 28: 940–959 (2012)
DOI: 10.1002/rra
approximately one‐third of the total discharge in the main‐
stem Flathead River. The dam regulates river discharge,
impedes upstream fish migration, isolates fish populations
upstream (Figure 1) and has modified the physical and
biological characteristics of the Flathead River downstream
(Appert and Graham, 1982; Fraley and Graham 1982;
Fraley and Decker‐Hess, 1987; Fraley et al., 1989; Hauer
et al., 1997). Hypolimnetic releases artificially cooled the
river from 1952 to 1996. In August of 1996, a selective
withdrawal system was installed on four penstocks of
the dam to control temperatures in the tailrace, which
restored the river temperatures to near predam conditions
(Christenson et al., 1996; Marotz et al., 1999). Power
production and flood control operations, however, have
reversed the annual hydrograph, storing water derived from
spring run‐off and releasing it during summer, fall and
winter months when flows were historically low (Marotz
et al., 1996). Consequently, flow regulation has had a
relatively minimal effect on peak spring flows and a greater
effect on base flows and rates of change during base flows
(Figure 2). Short‐term sporadic releases in the tailwater have
created an unproductive varial zone, increased substrate
embeddedness, and have decreased the diversity and the
productivity of macroinvertebrate communities (Ward and
Stanford, 1979; Hauer et al., 1994). Rapid flow reductions
have also been shown to desiccate river margins and strand
insects, zooplankton, fish and fish eggs (Hauer and
Stanford, 1982; Perry et al., 1986; Hauer et al., 1994;
Hauer et al., 1997). Moreover, the dam has restricted the
movement and the establishment of non‐native species,
including lake trout and rainbow trout, from downstream
areas to areas upstream of the dam. Although the impacts of
flow modifications on lower trophic levels are well
understood, before this study, the flow impacts on native
salmonid habitats were unknown.
Native bull trout and westslope cutthroat trout
The upper Flathead River and Lake system is considered
one of the most biodiverse aquatic ecosystems in North
America (Hauer et al., 2007). Over the past century,
however, native fish populations have declined because of
major community changes in Flathead Lake (i.e. introduced
non‐native mysid shrimp and increase in the non‐native lake
trout population), habitat degradation and fragmentation,
introduction of non‐native invasive aquatic organisms and
the construction and operation of Hungry Horse Dam
(Liknes and Graham, 1988; Fraley and Shepard, 1989;
Spencer et al., 1991; Hitt et al., 2003; Boyer et al., 2008).
These species require the coldest water temperatures of any
native north‐west salmonid; clean substrates for spawning
and rearing; and complex habitat connections between river,
lake and headwater streams that support annual spawning
and feeding migrations (Liknes and Graham, 1988; Fraley
and Shepard, 1989).
The bull trout populations are migratory, whereas the
westslope cutthroat trout populations will either remain in
their home stream for life or migrate throughout the
Flathead system (Liknes and Graham 1988; Fraley and
Shepard 1989; Muhlfeld and Marotz 2005; Muhlfeld et al.,
2009b). Juvenile bull trout and cutthroat trout will rear in
natal streams for 1–4 years, and then as subadults, they will
move downstream during spring or fall to overwintering
areas in the dam‐influenced portions of the river and
Flathead Lake (Shepard et al., 1984; Muhlfeld and Marotz,
2005). Migratory bull and cutthroat trout grow to maturity
in the flow‐regulated portion of the Flathead River or
Flathead Lake and then travel up to 250 km upriver to
spawn in natal streams that contain clean gravel, cold
groundwater recharge and protective cover. Bull trout begin
spawning migrations in the spring and summer and spawn
from late August through early October when water
temperatures fall below 9°C in low‐gradient reaches (Fraley
and Shepard, 1989). In contrast, westslope cutthroat trout
migrate upstream as flows increase during spring run‐off
and spawn during peak spring flows and as flows decline
and temperatures rise to about 9°C (Muhlfeld et al., 2009b).
Understanding the seasonal habitat requirements of these
species and life stages in the dam‐influenced portion of the
Flathead River is critical for developing successful
conservation and recovery programmes.
METHODS
One of the most widely applied methodologies for
developing flow recommendations is the instream flow
incremental methodology (IFIM) (Bovee et al., 1998) and
its component hydraulic model, physical habitat simulation
(Milhous et al., 1989). 2D hydrodynamic simulation models
Figure 2. Typical hydrograph of the Flathead River for a ‘predam’
(1945) and ‘postdam’(1971) year.
DAM IMPACTS ON NATIVE SALMONIDS 943
Copyright © 2011 John Wiley & Sons, Ltd. River Res. Applic. 28: 940–959 (2012)
DOI: 10.1002/rra
are now used in place of the original one‐dimensional
hydraulic simulation models (Leclerc et al., 1995; Steffler
and Blackburn, 2002). In the approach used here, habitat
suitability functions are developed for key species to
characterize the microhabitat use of water depth and velocity
and are combined with the detailed depth and velocity
information derived from the hydrodynamic model to
estimate how habitat varies temporally and spatially over a
range of discharges in two river reaches (Kondolf et al., 2000).
Our approach addresses some of the criticisms of the IFIM
modelling approach (Poff et al., 1997), in terms of statistical
validity of physical habitat characterizations and biological
assumptions, by (i) developing seasonal and life‐stage
specific habitat suitability criteria over multiple temporal
scales (annual, seasonal, diurnal); (ii) statistically evaluating
a species and life stage that is most sensitive to changes in
flow; (iii) analysing how a range of flows (inter‐annual and
intra‐annual variation) influences critical habitats, as opposed
to establishing minimum flows for target species; and (iv)
applying a 2D hydrodynamic habitat model, which integrates
hydraulic data simulations and habitat suitability data, in a
spatially explicit framework to estimate usable habitat at
various flows.
Habitat use assessments
Radiotelemetry and snorkel surveys were used to inves-
tigate the habitat use by bull trout and westslope cutthroat
trout from 1999 to 2002 in the main‐stem Flathead River. The
habitat use data were collected to develop habitat suitability
functions for each species and life stage within the study
reaches (Rosenfeld, 2003). For each target species, fish were
classified into subadult (i.e. fish that emigrated from natal
streams to the river) or adult size classes based on length
frequency distributions. Bull trout <400 mm were classified
as subadult fish, whereas bull trout with lengths ≥400 mm
were classified as adults (Muhlfeld et al., 2003). For
westslope cutthroat trout, fish <300 mm were classified as
subadults, and fish ≥300 mm were classified as adults
(Muhlfeld et al., 2009a).
Radiotelemetry was used to assess day and night habitat
use during fall and winter months. Seasons were delineated
based on historic temperature and flow data in the Flathead
River and were classified as follows: winter (1 December–
31 March), spring (1 April–30 June), summer (1 July–15
September) and fall (16 September–30 November). Fall and
winter habitat use data were pooled because of some fish
being implanted in late October. Fish were captured in reaches
1 and 2 primarily by boat electrofishing and a few by angling
and passive traps (hoop nets). Each fish was surgically tagged
with a radio transmitter (Muhlfeld et al., 2003) that weighed
2.0–8.9 g (models MCFT‐3HM, MCFT‐3D, MCFT‐3EM;
Lotek Wireless Inc., Newmarket, ON, Canada), depending
on the size and weight of the fish, and was released near its
capture location. Transmitter life ranged from 40 to 399 days,
and each tag emitted a signal every 5 s at 148.730 MHz. Fish
were tracked from a jet boat equipped with a scanning
receiver (Lotek model W30), a whip antenna and a
directional yagi antenna. Tag location tests revealed that
location accuracy was within 2 m of the transmitter
(Muhlfeld et al., 2003), which was sufficiently accurate for
purposes of collecting habitat suitability data. At each fish
location, a brightly numbered rock (labelled for species and
size class) was placed at the focal point, and locations were
georeferenced (±1 m) using a global positioning system
(GPS) unit (TSC1 Asset Surveyor; Trimble Navigation Ltd,
Sunnyvale, CA, USA). The microhabitat and macrohabitat
use data were collected at each fish location, including
water depth (m) and mean water column velocity (m s
−1
).
Water depth and mean velocity were measured from the jet
boat using a US Geological Survey (USGS) A‐55 sounding
reel, a 13.6‐kg sounding weight, and a Price AA current
meter (Geo Scientific Ltd, Vancouver, BC, Canada). In a
GIS, point locations were overlaid onto a hydrography
map to assess the model results, which were highly
concordant with the fish location data (Miller et al., 2004).
Macrohabitat units were classified as riffle, run or pool
(Bisson et al., 1982).
Snorkel surveys were used to collect the summer day
habitat use data in 1999 and 2000. Each study reach was
partitioned into 250‐m river sections using a GIS. The
length of each section was measured along the thalweg, and
the section boundaries were positioned perpendicular to the
stream bank. Divers snorkelled parallel to the stream bank
along a randomly chosen transect, beginning at the
upstream boundary and floating downstream noting fish
locations. The habitat use data were collected at each fish
location as described above.
Multivariate analysis of variance (MANOVA) was used
to simultaneously test for differences in habitat use of both
depth and velocity among target species and life stages.
Independent comparisons of depth and velocity were
conducted using analysis of variance (ANOVA) and
Bonferroni post hoc tests (Statistica, 1995).
Habitat suitability functions
An accurate characterization of microhabitat use by
native biota is crucial to developing reliable habitat
suitability functions, which is an integral step in assessing
flow impacts on usable habitats (Jowett, 1992). Telemetry
and snorkel data were used to develop site‐specific habitat
suitability functions for select species and life stages in each
study reach. Paired depth and velocity data were used to
produce a three‐dimensional bivariate histogram of habitat
use. This three‐dimensional histogram was then fit with an
C. C. MUHLFELD ET AL.944
Copyright © 2011 John Wiley & Sons, Ltd. River Res. Applic. 28: 940–959 (2012)
DOI: 10.1002/rra
exponential polynomial equation by regressing depth and
velocity variables onto the frequency histogram surface
using a least‐squares regression smoothing procedure
(Bovee, 1986; Statistica, 1995; Miller Ecological Consultants,
Inc., 2001; Miller et al., 2003) with the following equation:
Z= exp(β
0
+β
1
D+β
2
V+β
3
DV +β
4
D
2
+β
5
V
2
+β
6
D
3
+β
7
V
3
),
where Z= number of fish observed; D= water column depth;
V= average water column velocity; andβ
0
,β
1
,β
2
,...=equation
coefficients. The best fit to the three‐dimensional surface was
determined by selecting a final model that produced the
largest coefficient of determination with the fewest terms (e.g.
parsimonious model). All the exponential polynomial regres-
sion functions used third‐order terms for depth and velocity
and a first‐order interaction term (Table I and Figure 2). The
final regression equation was normalized to provide a
maximum habitat suitability index (HSI) of 1; HSI = ((1/N)
exp(β
0
+β
1
D+β
2
V+β
3
DV +β
4
D
2
+β
5
V
2
+β
6
D
3
+β
7
V
3
)),
where N= normalizing term; D= water column depth;
V= average water columnvelocity; and β
0
,β
1
,β
2
,...=equation
coefficients. These curves were combined with outputs from
the detailed hydrodynamic models to estimate how habitat
varies over a range of discharges (Miller et al., 2003).
Hydrodynamic model
A modified IFIM approach was used to quantify the
availability of water depths and velocities in each study
reach for various flows of interest (Miller et al., 2003). This
methodology uses a combination of georeferenced field data
(i.e. habitat use assessments), habitat suitability criteria (i.e.
habitat suitability functions) and a 2D river hydraulic
simulation model in a GIS. Model outputs provide a
quantitative characterization of habitat throughout the
reaches and illustrate the spatial variability of habitat at
various discharge rates. The Flathead River hydrodynamic
model was run and calibrated for 10 discharges (105, 127,
169, 226, 246, 283, 339, 424, 597 and 849 m
3
s
−1
) and field
verified at multiple flows.
Two‐dimensional hydraulic modelling
Hydraulic modelling was conducted to simulate the
changing hydraulic characteristics of the study segments at
various flow rates (Miller et al., 2003). Variations in the
hydraulic character were then related to the species
hydraulic preferences and used to assess habitat availability.
RMA2 (U.S. Army Corps of Engineers (ACOE) Vicksburg,
MS, USA) (King, 1990) and Surface‐water Modeling
System's (SMS; U.S. Army Corps of Engineers (UCOE)
Vicksburg, MS, USA) preprocessing and postprocessing
software were used to model the river hydraulic character-
istics in the Flathead River. Detailed measurements of depth
and velocity were collected in each segment using a
forward‐scanning Doppler profiler, whereas survey‐grade
GPS (0.03 m accuracy) provided xand ylocations and
elevations for the digital terrain models. Other field data
necessary for the hydraulic simulations included the
following: bathymetry data, water discharge(s) entering
the stream reach, water surface elevation throughout and at
the downstream end of the reach and channel roughness
estimates. With this data, RMA2 simulated the depth‐
averaged velocities in the xand ydirections at every node
within a finite element mesh.
Geographic information system model and weighted
usable area
The GIS model integrates hydraulic data simulations and
habitat suitability data in a spatial framework to estimate
usable habitat at various flow rates (Miller Ecological
Consultants, Inc., Spatial Sciences and Imaging, 2003). The
habitat suitability equations (Table I) combined with the
georeferenced output from the hydraulic data sets produce
habitat use values, which are calculated based on the depth
and the velocity predicted at each point within the site. Each
spatially referenced 2‐m
2
cell has an associated HSI value,
which allows for a qualitative comparison of habitat
suitability within a GIS. HSI scores range from 0 to 1.0,
where values equal to 0 represent unsuitable habitat and
values equal to 1.0 represent the highest quality habitat. The
total usable habitat area (m
2
) in each reach was quantified
by the summation of the product of area and HSI value of
each cell at selected discharge rates. Each reach‐specific
total area was standardized by reach length (km) to produce
a weighted usable area (WUA) (m
2
km
−1
), which is defined
as usable habitat available at the select discharge rate within
each reach. This process was repeated for all species and life
stages in each reach at the 10 flows of interest. The
evaluation of available habitat at each discharge results in a
habitat–flow relationship (i.e. WUA versus discharge curve)
for each species, which is then used as the data input for the
habitat time series analysis.
Identifying the most sensitive species and life stage
One of the most common methods for conducting this
type of instream flow analysis is to base the assessment on a
single species and life stage that is most sensitive to changes
in flow. We used this approach for the habitat time series
analysis while attempting to minimize potential adverse
impacts to other species and life stages. In many situations,
improvements in the primary target's habitat can be
achieved while retaining adequate habitat availability for
other species and life stages. This approach is called
‘keystone’or ‘cornerstone’species analysis (Bovee, 1986).
As part of the ‘keystone’approach, seasonal and diel
WUA versus discharge relationships for adult bull trout,
subadult bull trout and westslope cutthroat trout were
DAM IMPACTS ON NATIVE SALMONIDS 945
Copyright © 2011 John Wiley & Sons, Ltd. River Res. Applic. 28: 940–959 (2012)
DOI: 10.1002/rra
Table I. Telemetry and snorkel data were used to develop seasonal site‐specific habitat suitability functions for each species and life stage in each study reach
Species Life stage Season(s) Reach Period Method Sample size r
2
Bull trout Subadult Fall and winter 1 and 2 Night Radiotelemetry 62 obs, 12 fish 0.99
HSI = (1/39.7878) exp(−((−2.944924) + (4.95138D)+(−17.72043V)+(−0.5488206DV)+(−3.746975D
2
) + (39.7878V
2
) + (1.056424D
3
) + (6.828736V
3
))
Bull trout Subadult Fall and winter 1 and 2 Day Radiotelemetry 300 obs, 33 fish 0.93
HSI = (1/30.81154) exp(−((0.689862) + (−1.87937D)+(−13.2634V) + (0.0801644DV) + (0.4020176D
2
) + (30.81154V
2
)+(−0.0220096D
3
)+(−15.90897V
3
))
Bull trout Adult Fall and winter 1 and 2 Day Radiotelemetry 373 obs, 23 fish 0.97
HSI = (1/10.2655) exp(−((1.141814) + (−4.833177D)+(−3.476033V) + (0.1908487DV) + (1.738853D
2
)+(−4.079766V
2
)+(−0.156164D
3
) + (10.2655V
3
))
Westslope cutthroat trout Juvenile and adult Fall and winter 1 Day Radiotelemetry 153 obs, 27 fish 0.9
HSI = (1/6.18764) exp(−((−1.5048) + (−1.08667D)+(−3.086353V)+(−1.248964DV) + (0.592707D
2
) + (1.636417V
2
)+(−0.0382413D
3
) + (6.18764V
3
))
Westslope cutthroat trout Juvenile and adult Fall and winter 2 Day Radiotelemetry 150 obs, 17 fish 0.88
HSI = (1/−60.0161) exp(−((3.13705) + (−2.297913D) + (20.58693V)+(−1.4665DV) + (1.00676D
2
)+(−60.0161V
2
)+(–0.0773899D
3
) + (55.1524V
3
))
Westslope cutthroat trout Juvenile and adult Summer 1 Day Snorkelling 143 obs 0.88
HSI = (1/−75.9382) exp(−((−5.0705) + (−2.152625D) + (34.20934V) + (2.34565DV) + (0.334153D
2
)+(−75.9382V
2
) + (0.0015202D
3
) + (48.8566V
3
))
Westslope cutthroat trout Juvenile and adult Summer 2 Day Snorkelling 63 obs 0.98
HSI = (1/14.84984) exp(−((4.484183) + (−5.51542D)+(−10.3783V)+(−1.85533DV) + (1.30197D
2
) + (14.84984V
2
) + (0.393951D
3
)+(−3.985407V
3
))
Habitat suitability equations were constructed by fitting polynomial regression models to frequency distributions for paired depth and velocity observations (obs).
C. C. MUHLFELD ET AL.946
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DOI: 10.1002/rra
evaluated for each reach at the 10 flows of interest.
Exponential decay functions were fit to these data to examine
the rate of change in habitat (slope), as flow increases, and
strength (model fitness) of the relationship between
discharge and habitat (PROC REG, SAS version 9.2; SAS
Institute Inc., Cary, NC, USA). This sensitivity analysis was
used in combination with site‐specific data and other
qualifying characteristics of ecological importance to select
the ‘keystone’species. After the selection was made, a
generalized linear model was used to determine the effect of
different reaches on habitat for the ‘keystone’species, and
time series model outputs for reaches 1 and 2 were aggregated
based on these results (PROC GLM, SAS version 9.2).
Habitat time series
Instream flow assessments can be used to explore the
potential limiting conditions for specific species and life
stages through the application of habitat time series. The
habitat time series extension of the IFIM simulates the
temporal predictions of habitat availability, an important
step when examining the long‐term impacts on fish and
invertebrate populations. This process is the decision point
in IFIM because it allows for comparisons of flow
management regimens, which can be used to inform future
management decisions. The premise of habitat time series
analysis is that habitat is a function of streamflow and that
streamflow varies over time. Therefore, to conduct the
habitat time series analysis, we obtained a baseline (predam)
time series and five alternative postdam time series of flows
(1953–2008) in the main‐stem Flathead River. Mean daily
discharge rates from 1929 to 2008 were used to interpolate
daily usable habitat quantities from the habitat versus flow
function (i.e. WUA versus discharge curves). We used these
model outputs to investigate the temporal and spatial
arrangement of available habitats under the flow manage-
ment strategies used from 1929 to 2008.
Continuous mean daily discharge data from USGS
gauging station 12363000, on the Flathead River at
Columbia Falls, Montana, were grouped into six flow
management periods, all of which varied in terms of time,
magnitude, frequency and duration of flows resulting from
alternative management strategies. We assumed that
channel morphology and habitat suitability remained
constant over all periods. Management periods were
classified as follows:
Period 1 (Predam, 1929–1952)—Period 1 represents
natural flow conditions in the Flathead River
before the installation of Hungry Horse Dam in
1952. The natural flow regimen is characterized
by high spring flows in late May or early June
associated with snowmelt, followed by stable
base flow conditions in the late summer, fall
and winter. The number of days with flows
exceeding 20% change from the previous day
ranged from 9 to 33 days per year.
Period 2 (1953–1968)—Period2isthefirst postdam
management period. The Hungry Horse Reservoir
reached full pool for the first time in 1955, and
dam discharges were adjusted experimentally
during this time to fine tune dam capabilities
and reservoir levels, producing erratic year‐to‐
year changes. The number of days with flows
exceeding 20% change from the previous day
ranged from 40 to 113 days per year.
Period 3 (1969–1985)—Period 3 was a flow management
period with sporadic and extreme hourly, daily and
weekday flow peaking events for power generation
and flood control. A minimum flow requirement of
99 m
3
s
−1
was implemented in 1982 (15 December
through 15 April) to eliminate dewatering of
resident kokanee (Oncorhynchus nerka) spawning
areas. The number of days with flows exceeding
20% change from the previous day ranged from
58 to 160 days per year.
Period 4 (1986–1994)—In 1986, radical peaking of flow
rates became more intermittent, weekly pulses
became the norm and there were periods of
relatively high stable flows in the fall and winter.
Refill failures were common because of 4 years of
drought conditions. The number of days with
flows exceeding 20% change from the previous
day ranged from 20 to 70 days per year.
Period 5 (1995–2000)—Late summer flow augmentation
was initiated in 1995 to assist the out‐migration
of threatened Snake River fall Chinook salmon
(Oncorhynchus tshawytscha) in the Columbia
River Basin (ISAB, 1997). Beginning in 1995,
operational strategies attempted to fill the Hungry
Horse Reservoir by 30 June and then draft 6.1 m
by the end of August. The August release
produced an unnatural second flow peak follow-
ing the natural spring freshet. This differed
substantially from the natural hydrograph, which
historically had a gradual decline from peak flows
in early June to basal low flows in late July. The
number of days with flows exceeding 20%
change from the previous day ranged from 20
to 75 days per year.
Period 6 (Mainstem Amendments, 2001–2008)—The
operational strategy for summer flow augmenta-
tion changed in 2001 when the double peak was
smoothed out to restore river flows closer to
natural conditions. The new variable flow and
system flood control strategy (Variable Flow;
VARQ) (ACOE, 1999) was called for by the
DAM IMPACTS ON NATIVE SALMONIDS 947
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2000 Biological Opinions (BiOp) on the oper-
ation of the Federal Columbia River Power
System by both the National Marine Fisheries
Service (NOAA‐Fisheries, 2000) and US Fish
and Wildlife Service (USFWS, 2000). VARQ
was intended to allow dam operators to store
more water before run‐off following a sliding
scale based on water supply from low to high‐
water years. This allowed for spring flow aug-
mentation without compromising reservoir refill
probability and was intended to create a naturalized
spring run‐off (within flood constraints) while
simultaneously protecting resident fish in the
storage reservoir. In addition, a stable flow release
requirement began in 2001 (15 September–15
December) to stabilize flows for spawning habitats
of resident fish, requiring discharge rates to remain
between 99 and 127 m
3
s
−1
for this late fall and
early winter period. These operational changes
coupled with prescribed flow ramping rates from
the dam (USFWS, 2006; NOAA‐Fisheries, 2008)
are herein referred to as the ‘Mainstem Amend-
ments’or management period 6. The number of
days with flows exceeding 20% change from the
previous day ranged from 6 to 13 days per year.
Habitat magnitude and variability
The mean daily and mean monthly WUA values were
calculated from the time series model outputs to compare
predam and postdam flow management regimens. ANOVA
was used to test for mean monthly differences in WUA
among management periods and to identify the months
with the largest variation in habitat availability due to
management strategies (PROC GLM, SAS version 9.2).
Welch's (1951) ANOVA was chosen for these tests because
the data did not meet the assumptions of equal variance and
group size across management periods required of standard
ANOVA techniques. A post hoc multiple comparison test
that assumes unequal variance (Games–Howell procedure)
was used to test for mean monthly differences in WUA
among postdam management periods. Period 1 was used as
a baseline condition in the post hoc analysis and was
contrasted to the five postdam flow management periods
(PROC MIXED, SAS version 9.2). This allowed us to
identify management regimens that best replicate natural
flow conditions in the river, thereby maximizing critical
habitat for the ‘keystone’species.
Habitat duration
Habitat duration curves are particularly useful for
assessing the impacts of alternative flow regimens and for
examining habitat changes due to artificial influences. In the
IFIM analytical process, habitat duration curves are used to
represent the percentage of time a given habitat threshold is
equalled or exceeded. We developed monthly and seasonal
habitat duration curves for each management period by
sorting the time series data and expressing each data point
as a percentage of the total number of values. Cumulative
frequencies were then ordered from minimum to maximum
to create exceedance probabilities.
Habitat rate of change
The 2D hydrodynamic model allowed us to assess the
influence of river discharge on WUA, as well as riffle
habitat. We examined simulated flow scenarios between 100
and 850 m
3
s
−1
for WUA and riffle habitat. Riffle habitats are
important for the production of aquatic invertebrates and are
similarly affected by higher flow regimens (Brooker and
Hemsworth, 1978; White et al., 1981; Poff and Ward, 1991).
Stable, low flows maximize habitat for macroinvertebrates
and fish; therefore, maintaining the riffle and nearshore
habitat through stable minimum flows will ultimately have a
positive effect on fish community health and stream
biodiversity. Riffle habitat was digitized using National
Agriculture Imagery Program 2005 digital orthoimagery and
verified by field GPS observations. The daily discharge
value at the USGS Columbia Falls gauging station was
225 m
3
s
−1
during the aerial acquisition of orthoimagery,
which was used in combination with velocity and depth
ranges of >0.5 m s
−1
and <0.7 m, respectively, to define the
riffle habitat. To further explore how increasing discharge
rates influence usable and riffle habitat, we calculated the
percentage change in the area at 50 m
3
s
−1
increments. This
method was helpful to quantify the rate of habitat decline and
to identify optimum flow scenarios, which maximize both
usable habitat and riffle habitat, simultaneously.
RESULTS
Habitat use
Observed habitat use differed significantly among species
and life stages of native salmonids inhabiting dam‐
influenced portions of the main‐stem Flathead River during
fall and winter (MANOVA, Wilks' lambda = 0.0221,
p< 0.0001). Bull trout adults and subadults occupied
daytime locations in deep, complex areas of the channel
(i.e. runs and pools with large woody debris), whereas
westslope cutthroat trout primarily used pools located along
the channel margins. At night, subadult bull trout moved to
shallow [mean depth = 1.0 m; standard deviation (SD), 0.7],
low‐velocity (mean = 0.22 m s
−1
; SD, 0.16) shoreline areas
of the river channel, presumably to feed (Muhlfeld et al.,
2003). ANOVA (F= 9.912, d.f. = 4,122; p< 0.0001) found
C. C. MUHLFELD ET AL.948
Copyright © 2011 John Wiley & Sons, Ltd. River Res. Applic. 28: 940–959 (2012)
DOI: 10.1002/rra
that subadult bull trout used significantly deeper areas of the
channel during the day and significantly shallower areas
along the channel margins at night as compared with the
adult bull trout and westslope cutthroat trout. No statistically
significant differences (p> 0.05) in habitat use among reaches
1 and 2 were detected for subadult and adult bull trout;
therefore, microhabitat data used in the habitat suitability
models were combined for both reaches. MANOVA results
also support no significant differences for subadult and adult
westslope cutthroat habitat use in each reach; therefore, data
were combined for these life stages (Table I). The site‐specific
habitat suitability functions modelled from the observed
habitat use data and the associated metadata for each species
and life stage are reported in Table I.
Identification of the most sensitive species and life stage
In both reaches, the available habitat is higher at lower
discharge rates and lower at higher discharges (Figure 3). In
addition, the WUA versus discharge relationship for
subadult bull trout night‐time habitat, grouping HSI values
into three qualitative categories (low = 0.0 < HSI ≤0.3,
medium = 0.3 < HSI ≤0.7 and high = 0.7 < HSI ≤1.0.),
shows a similar pattern of increased habitat availability at
low flows (Figure 3). Exponential regression models fitto
these data show that river discharge has a statistically
significant (p< 0.05) negative effect on the availability of
WUA, demonstrating that increased river flows rapidly
reduce critical habitat for all species, seasons and life stages
in both reaches (Table II). Specifically, the rate of habitat
decline was greatest for night‐time subadult bull trout habitat
(reach 1: slope = −0.0022; reach 2: slope = −0.0025), indi-
cating that the shoreline areas preferred by subadult bull trout
at night are most sensitive to changes in river discharge,
especially at lower flows. Declining exponential regres-
sions for subadult bull trout night‐time habitat in reach 1
(y= 59 511.7 e
−0.0022x
) and reach 2 (y= 110 508.8 e
−0.0025x
)
suggest that the available habitat declines by approximately
11% with each 50 m
3
s
−1
increase in discharge.
Aerial plan views of reach 1 (Figure 4) show that the
spatial arrangement of night‐time subadult bull trout habitat
is more widely distributed through the channel at low flows
as compared with high flows. As river discharge increases,
subsequent increased velocities and depths reduce the total
availability of habitat for subadult bull trout, with most of
the usable night‐time habitat located along the lower
Figure 3. Weighted usable area versus discharge curves for each target species in reach 1 (a), reach 2 (b), and reaches 1 and 2 combined (c).
The bottom right panel (d) summarizes the subadult bull trout night‐time habitat by grouping the HSI values into three qualitative categories
(low = 0.0 < HSI ≤0.3, medium = 0.3 < HSI ≤0.7, high = 0.7 < HSI ≤1.0).
DAM IMPACTS ON NATIVE SALMONIDS 949
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DOI: 10.1002/rra
velocity margins of the river channel and island complexes
rather than in the main channel.
Combined, results show that the reduction in suitable
nearshore habitat is especially detrimental to subadult bull
trout, suggesting that this species and life stage is most
sensitive to flow variability. Based on this sensitivity
analysis, the site‐specific movement information, the
importance of night‐time feeding habitat to subadults and
the threatened status of the bull trout, we chose to base the
time series analysis on the availability of channel margin
habitat for subadult bull trout. Analysis of covariance, used
to examine the effect of different reaches on usable habitat
for subadult bull trout, shows that there is no significant
difference in the slopes of the discharge/habitat relationship
among the reaches at night (F= 3.46, p= 0.0813). Because
the rate of habitat loss for subadult bull trout is equivalent
among reach types, the time series analyses results were
aggregated for reaches 1 and 2.
Habitat magnitude and variability
Time series results in Figure 5 show the mean daily
WUA (±SD) and the mean daily percentage change of
WUA for subadult bull trout habitat calculated for each flow
regimen period. The daily change (variation) in WUA is
greatly reduced in periods 1 (predam) and 6 (Mainstem
Amendments), indicating that the most recent flow regimen
(period 6) stabilized flows and usable habitat on a daily,
monthly and seasonal basis, better than any other postdam
management regimen, and was most consistent with natural,
predam flow conditions. Radical peaking of flows and high
variability in usable habitat during period 3 (1969–1984) is
pronounced in this plot, as habitat variability is the highest
of all management periods. Because discharge and habitat
are highly negatively correlated (Table II) and small
increases in discharge result in significant decreases in
available habitat (see Habitat rate of change), variation in
flow dramatically reduces the amount of usable bull trout
habitat.
Mean monthly WUA values for subadult bull trout habitat
were calculated for each management regimen. Comparison
of management period means for each month supports the
conclusion that natural predam flow conditions (period 1)
maximize the quantity of available habitat for all summer, fall
and winter months. The months of April, May, June and July
are subject to high spring flows from snowmelt run‐off from
the Middle and North Forks, and flows from Hungry Horse
Dam are released relatively constantly during these months.
ANOVA results indicate that monthly means are not equal
across management periods (p< 0.05) for any months
(Table III). Specifically, the months of January, February,
August and September had the greatest variation in habitat
availability because of flow management, as evidenced by
the larger F‐values in Table III.
The Games–Howell post hoc comparison of means shows
that period 6 has the smallest mean difference in WUA of all
postdam management periods for the month of January,
February, March, October, November and December, as
compared with period 1 baseline conditions. This supports
the conclusion that the Mainstem Amendments (period 6)
simulate the natural flow conditions and maximize the critical
subadult bull trout habitat better than all other postdam flow
management regimens. Consistent with the ANOVA results,
comparison of mean monthly WUA values for periods 1 and
6 shows that the largest monthly mean differences are late
summer months and winter months. Specifically, late
summer discharge rates (period 1: mean = 88.62 m
3
s
−1
,
SD = 38.11; period 6: mean = 163.23 m
3
s
−1
, SD = 63.24)
and WUA values (period 1: mean = 198 695.18 m
2
km
−1
,
SD = 35 417.06; period 6: mean = 135 881.34 m
2
km
−1
,
SD = 44 579.72) are significantly different for periods 1
and 6 (t=−24.62, p< 0.0001; t= 28.29, p< 0.0001). A
two‐sample t‐test shows that discharge rates for periods 1
and 6 (period 1: mean = 64.78 m
3
s
−1
, SD = 44.10; period 6:
Table II. Exponential regression model results including slope coefficients (b), standard errors (SE) and coefficients of determination (r
2
) are
estimated for all species and habitat types of interest in the main‐stem Flathead River, Montana
Reach Species bSE d.f. t‐value p‐value r
2
1WCT summer −0.0016 0.00027 1,8 −5.85 0.0040 0.8107
1WCT winter −0.0017 0.00041 1,8 −4.00 0.0040 0.6664
1Subadult BLT night −0.0022 0.00019 1,8 −11.77 <0.0001 0.9454
1Subadult BLT day −0.0013 0.00021 1,8 −6.07 0.0003 0.8216
1Adult BLT −0.0007 0.00016 1,8 −4.50 0.0020 0.7167
2WCT summer −0.0016 0.00015 1,8 −10.95 <0.0001 0.9375
2WCT winter −0.0017 0.00039 1,8 −4.39 0.0023 0.7068
2Subadult BLT night −0.0025 0.00037 1,8 −6.68 0.0002 0.8481
2Subadult BLT day −0.0012 0.00027 1,8 −4.36 0.0024 0.7042
2Adult BLT −0.0010 0.00017 1,8 −5.99 0.0003 0.8178
WCT, westslope cutthroat trout; BLT, bull trout.
C. C. MUHLFELD ET AL.
950
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DOI: 10.1002/rra
mean = 119.87 m
3
s
−1
, SD = 38.08) and WUA values
(period 1: mean = 222 970.09 m
2
km
−1
, SD = 36 200.35;
period 6: mean = 169 813.18 m
2
km
−1
, SD = 28 710.35) are
significantly different for the winter months as well
(t=−26.18, p< 0.0001; t= 32.59, p< 0.0001). Thus, late
summer discharge rates under the Mainstem Amendments
are significantly higher than natural flow conditions.
Winter flows under the Mainstem Amendments are stable
with low variability; however, mean discharge values are
significantly higher than natural flow conditions resulting
from the 99 m
3
s
−1
minimum flow requirement.
Habitat duration and rate of change
Seasonal and monthly habitat duration curves reveal that
predam conditions not only maximize the quantity of habitat
available but also sustain this quantity over the longest time
during the summer, fall and winter periods (Figure 6). The
winter habitat duration curves for each flow management
regimen show that the Mainstem Amendments maintain the
most consistent quantity of habitat (~3 500 000 m
2
) over the
longest period (~80%) compared with any other postdam
management strategy. Periods 2 and 3 were able to supply
more habitat than period 6 but failed to sustain this quantity
over time. Winter and fall curves show that periods 1 and 6
maintain stable flow regimens that maximize habitat
availability, whereas the curves for periods 2–5 demonstrate
high variability in habitat caused by high variability in
flows. Spring duration curves are similar among all flow
regimens, which is expected because spring run‐off is stored
by Hungry Horse Dam, whereas natural run‐off is occurring
on the Middle and North Forks, producing high spring flows
in the main‐stem river. Summer duration curves indicate
that the Mainstem Amendments do not maximize or sustain
critical bull trout habitat during late summer as compared
with natural flow conditions (Figure 6). Specifically, late
summer drafting associated with the Mainstem Amend-
ments produces higher discharges in the Flathead River,
which decreases the amount of usable bull trout habitat.
Subadult bull trout WUA exponentially declines between
50 and 250 m
3
s
−1
, with 46% of habitat loss occurring at
flows from 100 to 200 m
3
s
−1
(Table IV). Riffle habitat is
maximized at flows between 150 and 250 m
3
s
−1
, and on
average, there is a 40% loss of riffle habitat as flows increase
Figure 4. Reach 1 aerial views of night‐time subadult bull trout habitat simulated at flows equal to 105 m
3
s
−1
, 339 m
3
s
−1
, and 849 m
3
s
−1
.
Darker blue represents higher quality habitat, and white represents unsuitable habitat.
DAM IMPACTS ON NATIVE SALMONIDS 951
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DOI: 10.1002/rra
Figure 5. Mean daily weighted usable area (WUA) (±SD) time series results and mean daily percentage change (absolute values) of WUA for
night‐time subadult bull trout habitat calculated for each flow regimen period. The black line centred in grey is the mean daily WUA with
one standard deviation (grey shading), and the single solid black line represents the mean daily WUA percentage change. Alternative flow
regimens are as follows: period 1, predam, 1929–1951 (a); period 2, 1953–1968 (b); period 3, 1969–1984 (c); period 4, 1985–1994 (d);
period 5, 1995–2000 (e); and period 6, Mainstem Amendments, 2001–2008 (f).
C. C. MUHLFELD ET AL.952
Copyright © 2011 John Wiley & Sons, Ltd. River Res. Applic. 28: 940–959 (2012)
DOI: 10.1002/rra
from 200 to 400 m
3
s
−1
. Thus, both riffle habitat and WUA
are significantly higher at lower flows (<250 m
3
s
−1
).
DISCUSSION
Conservation of river biodiversity and native biota requires
understanding the impacts of flow regulation on critical
habitats and populations. Several studies have shown that
dam operations have profound effects on anadromous
fishes, yet before this study, few studies have examined the
impacts of flow management strategies on native salmonid
habitats in the upper Columbia River Basin. Habitat time
series analyses comparing the natural flow regimen to five
postdam flow management strategies indicate that sporadic
flow fluctuations were likely detrimental to native salmonid
populations. Time series results show that the current
management strategy simulates natural flow conditions and
maximizes critical subadult bull trout habitat better than all
other postdam periods. Late summer flow augmentation for
anadromous fish recovery, however, produces higher
discharges in the river, which reduces the amount of suitable
bull trout habitat. Combined, these data indicate that
unnatural flow modifications negatively impact resident fish
habitats and suggest that natural flow management strategies
that stabilize and maximize the availability of channel margin
habitats are beneficial to the resident fishes in the upper
Columbia River Basin.
Populations of bull trout and westslope cutthroat trout in
the headwaters of the Columbia River Basin are of na-
tional and international conservation concern. Recovery
programmes have focused on maintaining natural habitat
connections, providing a diversity of complex habitats over a
large spatial scale, to conserve the full expression of life
history traits and metapopulation persistence. Our habitat use
results from this study and companion studies (e.g. Muhlfeld
et al., 2000; Muhlfeld et al., 2003; Muhlfeld and Marotz,
2005) illustrate the importance of the dam‐influenced portion
of the Flathead River to migratory bull trout and westslope
cutthroat trout populations. Furthermore, our study provides
a better understanding of the impacts of dam operations on
critical riverine habitats, which may be used to inform
recovery and management programmes and predict how
water resource management decisions influence populations
in the upper Columbia River Basin and other similar
freshwater systems.
Habitat time series analyses comparing the natural flow
regimen to five postdam flow management strategies
indicate that stable flow releases during the low‐flow periods
provide more habitat than variable flow management
regimens. These results are consistent with many studies
that have shown that dam operations that produce
fluctuating or abnormally high discharges disrupt fluvial
processes and modify biological characteristics (Ward and
Stanford, 1979; Cushman, 1985; Poff et al., 1997). Our
study complements other studies in the Flathead River that
have shown that flow regulation has dramatically altered
the physical characteristics of the riverine environment and
lower trophic levels of the aquatic ecosystem (Stanford,
1975; Stanford and Hauer, 1978; Hauer and Stanford, 1982;
Fraley and Graham, 1982; Fraley and Decker‐Hess, 1987;
Beattie et al., 1988; Hauer et al., 1994; Christenson et al.,
1996; Hauer et al., 1997; Marotz et al., 1999) by quantifying
fish habitat changes in the river.
This study provides evidence that sporadic flow fluctua-
tions negatively impact lateral areas of the channel and are
likely detrimental to bull trout populations. In a companion
study, we evaluated the diel habitat use and movements of
subadult bull trout in the regulated reaches of the Flathead
River (e.g. reaches 1 and 2 in this study) and found that
radio‐tagged fish commonly moved from deep, mid‐channel
areas during the day to shallow, low‐velocity areas along the
channel margins without overhead cover at night (Muhlfeld
et al., 2003). Diel shifts in habitat use have been reported for
other populations of bull trout (Baxter and McPhail, 1997;
Goetz, 1997; Banish et al., 2008) and are common for other
stream‐dwelling salmonid species, including juvenile
westslope cutthroat trout and mountain whitefish
(C. Muhlfeld, unpublished data). Furthermore, exponential
regressions fit to the discharge/habitat relationship showed
that subadult bull trout habitat is the most sensitive species
and life stage to changes in flow. Similarly, using life stage
population modelling, Staples (2006) found that the
population growth rate of the bull trout population in the
upper Flathead River was most sensitive to changes in
subadult survival rates. Thus, the habitat changes observed
in this study may lead to potential changes in survival of
Table III. Analysis of variance tests for differences in the mean
quantity of night‐time bull trout habitat available from each flow
regimen management period
Month d.f. F‐value p‐value
April 5,868 3.06 0.0095
June 5,840 42.74 <0.0001
July 5,954 59.35 <0.0001
November 5,878 73.43 <0.0001
May 5,828 88.48 <0.0001
October 5,934 154.91 <0.0001
December 5,905 227.84 <0.0001
March 5,870 246.58 <0.0001
August 5,864 314.65 <0.0001
February 5,776 358.21 <0.0001
January 5,874 383.2 <0.0001
September 5,775 516.46 <0.0001
Mean differences in management periods were tested for each month of
the year.
DAM IMPACTS ON NATIVE SALMONIDS 953
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DOI: 10.1002/rra
native fishes. Future work is needed to more closely link
changes in habitat conditions with population demography.
Our results suggest that dams should be operated to
achieve more natural flow conditions for the recovery of
native resident fishes in the headwaters of the Columbia
River and may have broader implications for other bull trout
and westslope cutthroat trout populations that inhabit large
rivers below hydroelectric projects. For example, bull
trout occupy several tailraces of the upper Clark Fork,
Kootenai, Snake and Columbia Rivers (Rieman et al., 1997;
Swanberg, 1997; Homel and Budy, 2008; Monnot et al.,
2008), which are likely affected by flow fluctuations for
hydropower generation and summer flow augmentation in a
similar fashion to that of the Flathead River bull trout
population. Our IFIM approach provides a useful tool for
managers interested in balancing the needs of native resident
fishes with hydropower production, flood risk management
and summer flow augmentation for anadromous fish
Figure 6. Seasonal habitat duration curves, winter (a), spring (b), summer (c), fall (d) and monthly duration curves, August (e) and
September (f), are shown for subadult bull trout night habitat in the upper Flathead River, Montana. Alternative flow regimens are as
follows: period 1, predam, 1929–1951; period 2, 1953–1968; period 3, 1969–1984; period 4, 1985–1994; period 5, 1995–2000; and
period 6, Mainstem Amendments, 2001–2008.
C. C. MUHLFELD ET AL.954
Copyright © 2011 John Wiley & Sons, Ltd. River Res. Applic. 28: 940–959 (2012)
DOI: 10.1002/rra
recovery. Other studies have used similar approaches to
assess the impacts of flow modifications on salmon
spawning, rearing and migration corridors in the lower
Columbia River (Tiffan et al., 2002; Dauble et al., 2003;
Hatten et al., 2009) and in other freshwater systems
throughout the world (Freeman et al., 2001).
Flow ramping rates
Our IFIM approach provides empirical data for managing
seasonal river flows and ramping rates because it quantifies
the total availability of suitable fish and riffle habitat at
various flows of interest. Ramping rates prescribed for the
Flathead River (USFWS, 2006; NOAA‐Fisheries, 2008)
are designed to restore flood plain function and reduce the
deleterious effects on biological production by minimizing
the impacts of flow changes on aquatic organisms that use
the varial zone (Jamieson and Braatne, 2001). Spring dam
discharges are gradually ramped down following the spring
freshet and stabilized, and daily and hourly maximum
ramp‐down rates are more gradual than ramp‐up rates and
are more gradual (~17 m
3
s
−1
h
−1
)atlowerflows
(<227 m
3
s
−1
). We found that small increases in river
discharge markedly reduce the availability of usable bull
trout habitat, and these changes are more pronounced at
lower flows. For example, a discharge increase from 100 to
150 m
3
s
−1
results in 1 870 102 m
2
of habitat loss (in reaches 1
and 2) and suggests that flow increases below 250 m
3
s
−1
affect greater proportions of available habitat for bull trout
and macroinvertebrate production. Thus, these data support
the current 250 m
3
s
−1
threshold and sensitivity to ramp‐
down rates.
Summer flow augmentation
Recovery programmes for salmon and steelhead stocks
have called for late summer flow augmentation intended to
assist with the out‐migration of smolts in the lower
Columbia River (ISAB, 1997; USFWS, 2000, 2006;
NOAA‐Fisheries, 2000, 2008). In an attempt to reduce
adverse impacts to resident fish, the most current objective
of the summer operation strategy is to mimic the natural
spring run‐off event, within flood constraints, gradually
reducing dam discharge toward stable flows for the
biologically productive summer and fall periods. Our
data indicate that smoothing the discharge is beneficial to
river biota because the width of the unproductive varial
zone is reduced, which provides suitable habitat for
native fish and invertebrate communities. However,
summer flow augmentation produces higher flows during
late August and early September in the Flathead River,
which significantly reduces the quantity and availability
of bull trout and westslope cutthroat trout habitat. Food
web dynamics of the river environment are also severely
affected by higher variable flows, causing significant
impacts to the aquatic ecosystem (Perry et al., 1986;
Stanford and Hauer, 1992).
The scientific rationale for late summer flow augmentation
in the main‐stem Columbia River has been controversial. The
BiOp (USFWS, 2000, 2006; NOAA‐Fisheries, 2000, 2008)
concluded that flow augmentation was necessary because
slow water movement and high water temperatures at that
time of year negatively impact the endangered salmon and
steelhead. Biologists in the headwater areas found that the
impacts of reservoir drawdowns on resident fisheries are
Table IV. Simultaneous evaluation of riffle habitat and WUA available to bull trout in the main‐stem Flathead River, Montana
Discharge (m
3
s
−1
)WUA (m
2
km
−1
)Riffle habitat (m
2
km
−1
)WUA % change Riffle habitat % change
100 186 937.59 9 452.24 ——
150 136 120.05 12 005.21 −27.18 27.01
200 97 465.67 12 178.03 −28.40 1.44
250 78 310.36 12 179.13 −19.65 0.01
300 74 202.20 11 323.39 −5.25 −7.03
350 67 257.72 9 647.25 −9.36 −14.80
400 60 223.51 7 334.28 −10.46 −23.98
450 54 874.12 6 455.97 −8.88 −11.98
500 51 176.21 6 410.98 −6.74 −0.70
550 47 478.29 6 482.01 −7.23 1.11
600 43 787.03 6 257.81 −7.77 −3.46
650 40 230.64 5 598.96 −8.12 −10.53
700 36 674.25 4 952.65 −8.84 −11.54
750 33 117.86 4 141.10 −9.70 −16.39
800 29 561.48 3 352.27 −10.74 −19.05
850 26 034.04 2 665.97 −11.93 −20.47
Riffle habitat and WUA are compared at 50 m
3
s
−1
intervals for discharge rates ranging from 100 to 850 m
3
s
−1
.
WUA, weighted usable area.
DAM IMPACTS ON NATIVE SALMONIDS 955
Copyright © 2011 John Wiley & Sons, Ltd. River Res. Applic. 28: 940–959 (2012)
DOI: 10.1002/rra
substantial (Marotz et al., 1996; Marotz et al., 1999).
Although flow augmentation is assumed to have a positive
survival and migratory benefit for summer migrants, such
as Snake River fall Chinook salmon, this has not been
empirically shown. Any potential benefits of flow augmen-
tation on anadromous salmon should be weighed against
the deleterious effects of augmentation on resident trout
habitat in the upper basin.
CONCLUSIONS
Our data demonstrate that unnatural flow management
regimens (for power production, flood risk management
and flow augmentation) negatively impact bull trout and
westslope cutthroat trout habitats in the headwater reaches
of the Columbia River Basin. Our data provide empirical
support for the BiOp, which recommend that Hungry
Horse Dam operate conservatively, releasing stored water
gradually over the summer, fall and winter months to avoid
unnatural flow fluctuations. However, summer flow
augmentation for anadromous fish recovery unnaturally
increases flows during August and September, thereby
reducing the amount of usable fish habitat in the Flathead
River. Our results suggest that the river ecosystem would
benefit by stabilizing flows and restoring the natural flow
regimen during late summer months.
The natural flow paradigm provides an ecological view on
water management that recognizes the complex relationships
between the flow regimen and ecosystem function (Poff
et al., 1997; Richter et al., 1997; Petts, 2009). We used an
instream flow model coupled with site‐specificfish habitat
use data to evaluate how the critical components of the
natural flow regimen (e.g. magnitude, frequency, duration,
timing and rate of change of hydrologic conditions) affect
the availability of usable habitat among several flow
management strategies. Our results suggest that past flow
management policies that created sporadic flow fluctuations
were likely detrimental to native salmonid habitats. Our
analyses demonstrate that natural flow regimens stabilize
and maximize the availability of channel margin habitats and
are likely beneficial to the recovery and conservation of rare
and threatened salmonids in the upper Columbia River
Basin. Modification of the Hungry Horse Dam operating
regimen to approach the natural flow regimen as much as
possible under the current management constraints will
improve the chances of protecting key ecosystem processes
and help to maintain and restore the threatened bull trout and
westslope cutthroat trout populations.
ACKNOWLEDGEMENTS
The authors thank Bonneville Power Administration, Montana
Fish, Wildlife & Parks and the US Geological Survey for
funding and administration of the project. They thank
S. Glutting, R. Hunt, D. Belcer and M. Boyer for assistance
in the field; G. Pess, A. Wilcox, K. Tiffan, C. Kendall, P.
Van Eimeren, J. Giersch, S. Carrithers, S. Reller, J.
Kershner and one anonymous reviewer for reviews of the
previous drafts. Any use of trade, product or firm names is
for descriptive purposes only and does not imply
endorsement by the US Government. This research was
conducted in accordance with the Animal Welfare Act and
its subsequent amendments.
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