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Environmental impacts of hydro-peaking
Tor Haakon Bakken1, Roser Casas-Mulet2 & Michael Puffer2
1 SINTEF Energy Research & CEDREN
2 NTNU & CEDREN
Structure of my talk
CEDREN and research on renewable energy
Overview of EnviPEAK – environmental impacts of hydro-
peaking
Results from studies on physical processes
Results from some of the fish studies
Supplementary results from Ulrich Pulg
Mitigating
measures
3
Centre for environmental design of renewable energy – CEDREN
Climate agreement in Parlament (2008)
Energy efficiency
Renewable energy
CO2-neutral heating
Energy systems
Institutional framework analysis
CO2-capture and storage
Transportation
8 research
centres for renewable
energy established
New climate
agreement in
Parlament (2012)
PROJECTS
HydroPEAK
GOVREP
OptiPol
BirdWind
EnviPEAK
EnviDORR
Social
Economy Environm
SUSGRID
+ PILOTS
EcoManage
Birds Mammals
River pearl
mussel
Benthos
Fish Temperature
and ice Hydro-dynamics,
erosion and
sedimentation
EnviPEAK
Physical and biological impacts
in running waters
Salmonid Fish
….and some research in lakes/reservoirs
Example hydro-peaking regimes
Period 1
Period 2
Flow measurements 20 km
downstream outlet
Flow at outlet of HP-plant
Discharge station:
Constant production
in the week-days, no
production in the
week-ends
Discharge station:
Several start/stop
episodes every day.
No release/production
in the week-ends.
Example hydro-peaking regimes
Definition and drivers
Unclear definition, but characteristics are:
• More rapid start/stop than natural hydrological processes
• More frequent changes than naturally
• An element of periodicity
• Max value (much) lower than e.g. annual flood
Drivers are:
• Sale of power when high price
• Balancing the grid
• Development of non-regulated power production
Photo UNI Research
Coupling physical and biological studies
Photo: SINTEF
Coupling physical and biological studies
Photo: SINTEF
Coupling physical and biological studies
Photo: Arne Jensen, NINA
How much water is needed?
… and what about the dynamics …
Prior research about hydro-peaking
The impacts are largest in rivers, smaller in reservoirs, lakes &
fjords
The larger and more frequent variations the larger impacts
The impacts are determined by time and location specific
characteristics (type of HP-plant, type of ecosystem, time of the
day/year, etc.)
Impacts in rivers
Stranding as a problem
Rapid changes (decreases) in water level
might cause stranding
Reduced changes in water level drops
reduce the risk of stranding
Highest risk of stranding in cold water
(winter), at day-time and in river sections
with coarse substrate
Fish can survive stranding
Harby et. al, 2004 and other publications
Thumb of rule:
Water level drops slower than 13 cm/hour
Nid
elv
a, T
ron
dh
eim
Ca
tch
men
t sc
ale
Hydropower operation simulation
nMAG Operational
strategies
Mes
o-s
cale
Stranding areas calculation HEC-
RAS Physical habitat analysis
Dynamic mesohabitat
3D hydraulic model STAR CCM
Mic
ro-
sca
le
GW-SW interactions Physical and Biological
processes Salmon survival
Approach
Total catchment area: 395 km2
Average annual runoff: 381 Mm3/year Installed capacity: 61 MW Average annual production: 278 GWh
3 Regulated reservoirs 3 Power Plants 3 Interbasin transfers
Holtsjøen
Samsjøen
Sama
Sokna
Håen
Håen
0.3
0.4
0.5
0.6
0.7
0.8
0.9
11.
1
0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45 0 15 30 45
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
16.06.2010
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
16.06.2010
Wat
er le
vel(
m)
Increasing flow
Dewatering curve
Peak flow
Regular hydro-peaking operations
Study site: Lundesokna river system
DATA TYPE
EQUIPMENT OUTPUT
Ge
om
etr
y
Differential GPS x, y, z
points Laser scan
Data collection
+ Camera mounted to helicopter
DATA TYPE
EQUIPMENT OUTPUT
Hyd
rau
lic Pressure
transducers Discharge
Water levels Velocity profiles ADCP
0
5
10
15
20
25
30.2 30.4 30.6 30.8 31.0 31.2 31.4
Dis
ch
arg
e (
m3/s
)
Water level elevation (m)
Data collection
Macro-scale
Model tools: The nMAG program: • Simulates hydropower operations for whole systems with several power
plants, reservoirs and transfers
Meso-scale 1D: Dynamic mesohabitat prediction
Aim: To develop a tool to predict mesohabitat changes linked to flow variations using a 1D hydraulic model
Tools: • Hec-RAS / ArcGIS • Norwegian Mesohabitat Classification
method (Borsany, 2005) • Field assessment • Comparison
Meso-scale 1D: Dynamic mesohabitat prediction
Field Assessment:
Meso-scale 1D: Dynamic mesohabitat prediction
Comparison:
0 10 20 30 40 50 6030
31
32
33
34
35
36
37
38
L_SF_Subcritical_15.3Q Plan: L_SF_Subcritical_15.31Q 16.08.2010
Station (m)
Ele
vation
(m
)Legend
WS PF 1
Ground
Bank Sta
OWS PF 1
.07
Surface pattern
Surface gradient
Surface velocity
Water depth
Froude number
Water level / distance
Average velocity
Depth
Field assessment Hec-RAS simulation
Meso-scale II: Stranding areas calculation
Aim: To find the 'optimum' geometrical representation in a 1D to quantify stranding areas
Tools: • Hec-RAS • High quality field data: geometry and hydraulic
data
Approach: - Basic : One transect at each extremity 100-120 m - Add 1 : 1 transect in between 50-60 m - Add 3 : 3 transects in between 25-30 m - Add 7 : 7 transects in between 12-15 m - Add 15 : 15 transects in between 6-7 m - Add 31 : 31 transects in between 3-4 m
Meso-scale II: Stranding area calculation
Results: More transects
Meso-scale 3D: Steady simulation
Film Simulation
Meso-scale 3D: Unsteady simulation
Micro-scale: GW-SW interactions
Aim: To assess the surface vs subsurface water dominance in the hyporheic zone during both dewatering and watering events stranding and egg survival
Experimental Setting:
Micro-scale: GW-SW interactions
Results:
• Hydraulic processes differ between flow decrease and increase: • Water level increases in hyporheic zone than it decreases • The results vary very much within short distances (very heterogenic), due to diff. in
conductivities • The water temperature determined by surface water/ groundwater ratio
Integrating energy production and impacts on the ecosystem
Energy production simulations
Habitat quality
Hyd
rolo
gy
Hydraulics
Integrating energy production and impacts on the ecosystem
Energy production simulations
Habitat quality
Hyd
rolo
gy
Hydraulics
Stranding experiment in Ims, Norway
Preliminary results from winter experiment
Unpublished results: Puffer, Berg and more
Hydropeaking experiment in Paltamo, Finland
Preliminary results from winter experiment
Unpublished results:
Puffer, Berg, Vehanen and more
The effects
on fat are a
little larger in
the Summer
experiments.
Hydropeaking experiment in Paltamo
Preliminary results from winter experiment
Unpublished results:
Puffer, Berg, Vehanen and more
The effects on
body mass are
significant!
Experimental setup:
• Fish density 1 fish/m2 vs. 3 fish/m2
• Intercohort competition large fish present vs. absent
• Time of day daytime vs. nighttime
• Season of the year summer, autumn, winter & spring
Habitat preferences of juvenile Atlantic salmon
Winter
No density effect !
Unpublished results:
Puffer, Berg, Vehanen and more
Conclusion habitat preferences
Highest probability of finding small fish in shallow habitats:
Spring
Autumn night time
Hydro-peaking events during these times most problematic Unpublished results: Puffer, Berg, Vehanen and more
39
Measures to reduce conflicts
Administrative measures Selection of plants dedicated to hydro-peaking
Compensation
Habitat restoration
”Master plan” for hydro-peaking
Operational measures Measures at each individual plant
Start/stop speed at plant
Timing and frequency
Base-flow
Physical/biological measures instream Dampening reservoir
Habitat restoration, leading of water, gravel
Stocking
Etc.
Go to www.cedren.no –
All publications
Summing up
The results need to be verified, handled
statistically and 'peer-reviewed'
• Physical studies:
• Methods to increase efficiency of data collection developed
• Methods to increase precision and volume of data developed
• Models and model integration further developed
• Several tools "ready to use
• Fish: less physiological stress than expected?
• Fish and spawning – wait for Ulrich Pulg, UNI
Birds Mammals
River pearl
mussel
Benthos
Fish Temperature
and ice Hydro-dynamics,
erosion and
sedimentation
EnviPEAK
Physical and biological impacts
in running waters
Salmonid Fish
….and some research in lakes/reservoirs
42 42
Information about CEDREN
www.cedren.no (official web-site)
[email protected] (project leader EnviPEAK)
[email protected] (Director of CEDREN)