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Eco-hydraulic modeling for river restoration
Isabel Boavida António Pinheiro
Introduction
Restore the ecological conditions of natural rivers:
• create upstream and downstream fish passes,
• implement instream flows,• improve longitudinal and lateral
connectivity, • and, protect habitat and ecosystems.
The restoration projects tests the possibility of recreating complex ecosystems, allowing fish to meet their biological needs for feed, migration, reproduction and shelter.
Restoration projects
River Ecosystem
Water
Human interactions
River bed
Riparianvegetation
River Ecosystem
River habitats
Along the river the habitat changes
During the year the habitat changes
Each river have different habitat
River habitats
River scale
Habitat
Stream
Segment
Basin
Microhabitat
Pool, riffle, run…
Velocity
Depth
Substrate
River habitats
Run
Pool
Riffle
Waterfall
Lateral channel
Habitat requirements for fish
Different species live in different habitats and in their
life-cycle they occupy different habitat
Light intensity
Stream substrate
Hydraulic characteristics
Biotic variables
Microhabitat
Habitat requirements for fish
Hydraulic characteristics
DepthVelocity
Qin = 1.300 Qout = 1.299
X
Y
30985.060
30835.080166402.129166114.401
Depth
0.02
0.74
0.67
0.59
0.52
0.45
0.38
0.31
0.24
0.16
0.09
0.02
Restore the natural habitats that use to exist in the river
River rehabilitation
Habitat modeling
Eco-hydraulic modeling analyze the relationship between fish habitat and stream flows.
Habitat as a function of discharge
Índice compósito de preferência do escalo juvenil primavera-verão Qin = 2.050 Qout = 2.048
X
Y
30994.716
30825.425166382.231166134.299
Combined Suitability
0.00
0.79
0.71
0.63
0.55
0.47
0.39
0.31
0.24
0.16
0.08
0.00Distance10.0 m
0
50
100
150
200
250
0 1 2 3 4 5 6 7 8 9
Flow (m3/s)
WUA
(m2 )
Habitat modeling
Using models to assess river restoration success
Velocidade no troço da ribeira de Odelouca Qin = 2.050 Qout = 2.048
X
Y
30994.716
30825.424166382.231166134.299
Velocity
0.00
1.05
0.95
0.84
0.74
0.63
0.53
0.42
0.32
0.21
0.11
0.00Distance10.0 m
Qin = 1.300 Qout = 1.302
X
Y
30985.060
30835.080166402.129166114.401
Depth
0.02
0.68
0.62
0.55
0.49
0.42
0.35
0.29
0.22
0.15
0.09
0.02
-120-100
-80-60-40
-200
20
4060
Meanderingwith submerged
weirs
Meanderingwith two-islands
Islands in themiddle of the
channel Lateral bays Lateral
deflectors
Mea
n m
onth
ly in
crea
se a
nd d
ecre
ase
of W
UA
(%)
Adults Juvenils
2D model
Jardas River
Woorkshop objectives
• Characterize and quantify the different habitats of JardasRiver;
• Propose restoration actions.
Jardas River
1. Identifying different fish habitats
• Characterize the different habitat in Jardas River;• Quantify the distribution of habitats in Jardas River.
Pool, riffle, run, lateral channel…
Jardas River
2. Hydraulic data collection in cross-section
(Q = 2,05 m3/s)
9.59.69.79.89.910
10.110.210.310.410.5
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
Distance to right bank (m)
Z (m
)
• Depth, velocity and substrate in different habitat.
Jardas River
3. Electric fish sampling
• Identify the species in the Jardas River;• Characterize the habitat of the species.
Curva de preferência para ESCALO
00.20.40.60.8
1
<20 20-40 40-60 60-80 80-100 >100
Profundidade (cm)
Pref
erên
cia
alevins juvenis adultos
(Q=2,05 m3/s)
00.1
0.20.30.4
0.50.60.70.80.9
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
Distance to right bank (m)
Velo
city
(m/s
)
Jardas River
(Q = 2,05 m3/s)
9.59.69.79.89.910
10.110.210.310.410.5
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
Distance to right bank (m)
Z (m
)
4. Characterize the hydraulic of the different habitats
• Characterize the hydraulic characteristics that define each habitat.
Pool
Jardas River
5. Characterize the composition of habitats in the river
Riffle
Pool Run Pool
River
Jardas River
7. Conclusions
6. Propose different rehabilitation scenariosQin = 1.300 Qout = 1.363
X
Y
30977.474
30843.128166387.603166129.868
Depth
0.00
0.81
0.73
0.65
0.57
0.49
0.41
0.33
0.24
0.16
0.08
0.00
Qin = 1.300 Qout = 1.299
X
Y
30985.060
30835.080166402.129166114.401
Depth
0.02
0.74
0.67
0.59
0.52
0.45
0.38
0.31
0.24
0.16
0.09
0.02
End