www.fishsciences.net estimating the capacity of the klamath basin to rear coho technical memorandum...
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Estimating the Capacity of the Klamath Basin to Rear Coho
Technical Memorandum #5
Nicklaus K. AckermanThomas E. Nickelson
Boedicea P. FoxRon Sutton
Steven P. Cramer
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• Estimate parr and smolt capacity based on aquatic inventory data.
• Determine the life stage habitat that limits smolt production.
Purpose of Model
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Coho salmon density by habitat type (fish/m2)
Habitat Type Spring Summer Winter
Cascade 0 0.24 0
Rapid 0.6 0.14 0.01
Riffle 1.2 0.12 0.01
Glide 1.81 0.77 0.12
Trench pool 0.99 1.79 0.15
Plunge pool 0.84 1.51 0.28
Lateral scour pool 1.29 1.74 0.35
Mid-channel scour pool 1.29 1.74 0.35
Dammed pool 2.56 1.84 0.56
Alcove 5.75 0.92 1.84
Beaver pond 2.56 1.84 1.84
Backwater pool 5.75 1.18 0.58
Spawning gravel 2500 eggs/redd / 3 m2/redd = 833 eggs/m2
Seasonal Habitat Use
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Table 1. Example of application of the coho salmon habitat limiting factors model (HLFM Version 5.0).Stream: East Fork Lobster Creek
Stream inventories conducted summer 1990 and winter 1990-91.
Stream length: 3.8 km
Seasonal capacity from below Survivlal Potential smolts (Capacity * Survival)
Spawning 1,330,000 eggs 0.32 425,600
Spring 32,373 fry 0.46 14,900
Summer 13,876 parr 0.72 10,000
Winter 4,576 presmolts 0.90 4,118 Limiting habitat and Smolt capacity
Stream area (m2) by habitat
habitat type from inventories Life stage capacity by habitat (Area * Density)
Habitat type Summer Winter Spawning Spring Summer Winter
Cascades 39 296 - 9 -
Rapids 4,398 10,307 6,184 616 103
Riffles 1,847 6,223 7,468 222 62
Glides 2,966 1,911 3,459 2,284 229
Trench pools 62 - - 111 -
Plunge pools 667 1,167 980 1,007 327
Lateral scour pools 4,346 5,526 7,129 7,562 1,934 Mid-channel scour pools - - - - - Dammed pools 168 1,048 2,683 309 587 Alcoves - - - - - Beaver Ponds 671 558 1,428 1,235 1,027 Backwater pools 442 529 3,042 522 307 Spawning gravel 1,596 1,330,000
Total Capacity 1,330,000 32,373 13,876 4,576
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Winter Habitat Data Missing
Winter parr/km = 0.19S + 14.51C + 10.47P -1,
Where: W = winter parr/km.
S = summer parr/km as estimated by HLFM.
C = average active channel width of the reach (m).
P = percent of stream area in alcoves and beaver ponds.
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Estimating Summer Parr Capacity
EF Lobster Cr. 1988–92 Br.
0
5,000
10,000
15,000
20,000
0 10 20 30 40 50
Female spawners/km
Nu
mb
er
of
sum
me
r p
arr
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Estimating Smolt Capacity
EF Lobster 88–92 Broods
0
500
1,000
1,500
2,000
2,500
3,000
3,500
4,000
4,500
0 10 20 30 40 50 60 70 80 90 100 110 120
Female spawners per km
Sm
olt
s p
rod
uce
d
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Parr Summer Rearing Densities (parr/m2) in HLFM Version 6.1
Stream segment wetted width (m)
Habitat Type <10 10–<20 20–<30 >30
Cascades 0.24 0 0 0
Rapids 0.14 0.02 0 0
Riffles 0.12 0.01 0 0
Glides 0.77 0.09 0.02 0
Trench Pools 1.79 0.21 0.05 0.01
Plunge Pools 1.51 0.18 0.04 0.01
Lateral Scour Pools 1.74 0.21 0.05 0.01
Mid-channel Scour Pools 1.74 0.21 0.05 0.01
Dam Pools 1.84 0.22 0.05 0.01
Alcoves 0.92 0.92 0.92 0.92
Beaver Ponds 1.84 1.84 1.84 1.84
Backwaters 1.18 1.18 1.18 1.18
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0
5
10
15
20
25
30
35
0102030405060708090100110120130140150160170180190
Mean
Max
Min
0102030405060708090100110120130140150160170180190
5
25
15
10
30
20
35
River mile
Tem
per
atu
re (
°C)
Simulated water temperatures downstream of IGD:
Mean of July 3–9, 2001
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0
5
10
15
20
25
30
35
0102030405060708090100110120130140150160170180190
Mean
Max
Min
0102030405060708090100110120130140150160170180190
5
25
15
10
30
20
35
River mile
Tem
per
atu
re (
°C)
Refuge Dependent
HabitatFlow
TemperatureDependent
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Estimating Capacity in IGD–Shasta ReachHypothetical Scenario
Week Mean Q Mean T Q Scalar T Scalar K
1-Jul 2,200 18.0 1.98 0.88 13,447
8-Jul 2,000 19.0 1.96 0.73 11,045
15-Jul 1,800 19.5 1.88 0.63 9,061
22-Jul 1,600 20.0 1.79 0.51 7,002
29-Jul 1,400 20.5 1.67 0.39 4,979
5-Aug 1,200 21.0 1.48 0.28 3,182
12-Aug 1,000 22.0 1.19 0.13 1,159
19-Aug 950 21.0 1.11 0.28 2,391
26-Aug 900 21.0 1.04 0.28 2,235
2-Sep 850 20.0 0.97 0.51 3,776
9-Sep 800 20.0 0.89 0.51 3,493
16-Sep 750 19.0 0.82 0.73 4,625
23-Sep 800 18.0 0.89 0.88 6,055
K = min (Base*ScalarQ*ScalarT)
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Habitat and Capacity IGD–Shasta Reach at ~830cfs
ChannelUnit Type Length
Sum of Unit Capacity Parr/m Parr/m2
PRIMARY POOL 23,053 3,180 0.14 0.01
RAPID 2,308 31 0.01 0.00
RIFFLE 33,010 303 0.01 0.00
SIDE CHANNEL GLIDE 214 14 0.07 0.77
POOL 4,246 3,623 0.85 0.12
RIFFLE 8,920 252 0.03 0.00
SPLIT POOL 474 235 0.50 0.08
RIFFLE 3,465 68 0.02 0.00
TOTAL 75,690 7,705 0.13 0.01
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Effect of Temperature on Capacity:Insect Drift Related to Velocity,Uvas Creek (Smith & Li 1982)
50
30
25
10 50 80
Velocity (cm sec-1)
Re
lati
ve
ins
ect
dri
ft (M
ayfl
y eq
uiv
alen
ts h
-1)
20 40 60 70 90
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Effect of Temperature on Capacity:Focal Velocity vs. Temperature,Rainbow Trout (Smith & Li 1982)
50
40
30
20
10
10 15 20
Water temperature (oC)
Fo
cal p
oin
t v
elo
cit
y (
cm
se
c-1)
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Effect of Temperature on Capacity:Juvenile Coho Rearing and Temperature
– Oregon Coast
MWAT (oC)
12-14 14.1-16 16.1-18 18.1-20 20.1-22 22.1-24 24.1+
Mea
n c
oh
o d
ensi
ty (
no
. / m
2 )
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
1
5
11
12
10
4 1
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Effect of Temperature on Capacity:Capacity Scaling Function
0.0
0.2
0.4
0.6
0.8
1.0
12 14 16 18 20 22 24 26
Mean Weekly Temperature(oC)
Cap
acit
yC
ap
acit
y S
ca
lar
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Effect of Flow on Capacity:Velocity Suitability Curve
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0
Velocity (ft/s)
Hab
itat
su
itab
ilit
y in
dex
'
Trinity River
Klamath ThermalRefugia
IMF Composite
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Effect of Flow on Capacity:Depth Suitability Curve
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
0.0 1.0 2.0 3.0 4.0 5.0 6.0
Depth (ft)
Hab
itat
Su
itab
ilit
y In
dex
' Trinity River
Klamath ThermalRefugia
IMF Composite
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Effect of Flow on Capacity:Suitability indices by cover type
Cover Type WDF Study Trinity Coho IMFNo cover — — 0.05
Filamentous Algae — — 0.05
Non-emergent rooted aquatic vegetation 1.00a 0.38b 0.70
Grass/sedge/herbaceous plant 0.10c — 0.10
aTermed in this study: submerged vegetation.bTermed in this study: aquatic vegetation.c Termed in this study: grasses/bushes on bank.
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Flow/WUA RelationshipIGD–Shasta River
0
20
40
60
80
100
0 1,000 2,000 3,000 4,000
Mainstem flow (cfs)
% M
axim
um
WU
A
Main Channel
Split Channel
Side Channel
QSc = 0.46*QSMc+0.50*QSSc+0.04*QSSp
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Flow Scalar for Capacity
Mainstem flow (cfs)
500 1000 1500 2000 2500 3000 3500 4000
Cap
acit
y sc
alar
0.8
0.9
1.0
1.1
1.2
1.3
1.4
1.5
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Hypothetical Scenario—Flow and Temperature Combined Effect
Week
July 1July 8
July 15
July 22
July 29Aug 5
Aug 12Aug 19
Aug 26Sep 2
Sep 9Sep 16
Sep 23
Cap
acit
y
0
2000
4000
6000
8000
10000
12000
14000
16000
Flo
w (
CF
S)
600
800
1000
1200
1400
1600
1800
2000
2200
2400 Capacity Mean Q
Tem
per
atu
re (
oC
)
17
18
19
20
21
22
23
Mean Temp
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• Identify location of tributary confluence
Estimating Refuge Capacity
• If tributary enters at transition between 2 units (i.e. the top or bottom of a unit) sum capacity of each unit.
• If tributary enters a riffle/rapid, include unit below, unless unit below is a riffle/rapid and unit above is a pool, then include the pool.
• If tributary enters a pool, include unit above unless another pool is below.
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Summer Capacity of Thermal Refugia by Reach and Population
Population Model reach # Refugia Parr capacityUpper Klamath Klamath
Mainstem 10 0
Klamath Mainstem 2
3 186
Klamath Mainstem 3
6 659
Subtotal 9 845
Mid Klamath Klamath Mainstem 4
33 7,834
Klamath Mainstem 5
12 2,302
Subtotal 45 10,136
Lower Klamath Klamath Mainstem 6
7 1,761
Subtotal 7 1,761
Total 61 12,742
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Km
of
Hab
itat
0
100
200
300
400
500
600
700
800
Lower Klamath Middle
Klamath
Upper Klamath
MS
Trib MS
Trib MS
Trib
Lower
Trin
ity
SF Trin
ity
Upper T
rinity
Salm
onSco
tt
Shasta
W/out To Mask
W/To Mask
Length of Habitat by Historic Population & Percentage with the 21.5°C Temperature Mask
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Lower
Kla
mat
h
Mid
dle K
lam
ath
Upper K
lam
ath
Lower
Trin
ity
SF Trin
ity
Upper T
rinity
Salm
onSco
tt
Shasta
Km
of
hab
itat
0
100
200
300
400
500
600
700
800
Surveyed
Unsurveyed
Habitat Length Surveyed by Historic Population Compared to Total Habitat Available
without the 21.5°C Mask
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Estimating Stream Smolt Capacity
• Estimate summer parr capacity and winter smolt capacity for surveyed reaches using HLFM.
• Extrapolate capacities from surveyed reaches to unsurveyed reaches.
• Where possible, identify streams with high temperatures and apply temperature scalar and 45% survival to summer parr capacity to reduce smolt capacity.
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Extrapolation from Surveyed Reaches to Unsurveyed Reaches
Survey data available & ACW of surveyed and unsurveyed reaches similar (> or < 10m):
–Apply the capacity of the surveyed reach to the unsurveyed reaches.
–If multiple reaches surveyed, apply average capacities of surveyed reaches.
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Extrapolation from Surveyed Reaches to Unsurveyed Reaches
Survey data unavailable or ACW of surveyed and unsurveyed reaches dissimilar:
–Apply average capacity of surveyed reaches of similar size for the historic population.
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Average Capacities of Surveyed Reaches by Historic Population
ACW <10m ACW >10m
Population Parr/km Smolts/km Parr/km Smolts/km
Lower Klamath 3,200 580 3,200 850
Middle Klamath 3,050 490 3,050 820
Upper Klamath 1,250 350 3,650 800
Trinity 2,500 530 4,250 850
Salmon 2,650 550 2,650 840
Scott 1,400 320 2,800 780
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Predicted Smolt Capacity by Historic Population
Sm
olt
ca
pa
cit
y (
in t
ho
us
an
ds
)
0
100
200
300
400
500
600
700
800
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• Capacity in most of mainstem is limited to thermal refugia.
Conclusions:
• Between IGD and Shasta River, capacity can be influenced by flow management.
• Juvenile capacity of the entire basin is roughly 1.7 million smolts.
• IP Database used to define distribution appears liberal in assigning potential habitat.
• Capacity estimates of tributaries could be improved with:– Better understanding of potential distribution
– Updated stream surveys with a regionally consistent protocol
– Winter stream habitat surveys
– Expanded temperature monitoring