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INTERNATIONAL CONFERENCE ON BIODIVERSITY
AND BUSINESS
- APPROACHES AND SOLUTIONS
October 02, 2014
Bolshaya Gruzinskaya street, Moscow, Russia
IDENTIFICATION OF BIODIVERSITY MITIGATION MEASURES
FOR HYDROPOWER-DEVELOPED RIVERS IN SWEDEN
Stéphanie Nicolin, ÅF Hydropower: [email protected]
OUTLINE
Background
Objective and methodology
Result
Turbine mortality
Evaluated flow scenarios
Other measures
Summary of environmental
mitigation measures
BACKGROUND
The Water Framework Directive
Common terms for water flows
General regulations in Sweden and
internationally
Power station Drop [m]Effect
[MW]
Prod/yr
[GWh]
Granö 18,5 8,8 31,5
Fridafors övre 7,3 1,2 7,5
Fridafors nedre 6 1,8 8,5
Ebbamåla 2 0,06 0,2
Hemsjö Övre 15 3,6 15,5
Hemsjö Nedre 11,5 1,8 10,4
Marieberg 5 0,9 3,2
OBJECTIVETo assess local conditions and effects of implementing environmental mitigation
measures for migratory fish in the River Mörrumsån, South of Sweden.
Example of mitigation measures:
Flow regulation
Measures for fish specifically
Other
METHODOLOGYA combination of tools
Passage mortality for
downstream
migrating smolts
Flow simulation for
dry river beds
Population model for salmon
R
E
S
U
L
T
METHODOLOGYOutput
Carrying capacity for an area in terms
of number of returning salmon
Fish mortality at
downstream
migration
Flow simulation for
dry river beds
Population model for
salmon
Percentage of lost smolts per power
plant
The size [ha] of potential
reproduction area for salmon
RESULTPassage mortality for downstream migrating smolts
Calculated smolts losses [%] for the power stations along the River Mörrumsån
10
21
9
5
25
18
25
0
5
10
15
20
25
30
Granö Fridafors
övre
Fridafors
nedre
Ebbemåla Hemsjö Övre Hemsjö
Nedre
Marieberg
Power stationAccumulated passage
mortality[%]
Granö 10
Fridafors övre 30
Fridafors nedre 36
Ebbemåla 39
Hemsjö övre 54
Hemsjö nedre 63
Marieberg 72
10
21
9
5
25
18
25
0
5
10
15
20
25
30
Granö Fridafors
övre
Fridafors
nedre
Ebbemåla Hemsjö
Övre
Hemsjö
Nedre
Marieberg
RESULTFlow simulations
A potential reproduction area
for salmon that varies in size
depending on the various
flow scenarios
RESULTFlow simulations
Small changes in selection criterion means large changes in result
0,1<depth<0,8
0,2<velocity<0,7
0,25<depth<0,5
0,1<velocity<0,8
RESULTComparing different levels of minimum flow discharges
0
10
20
30
40
50
60
70
80
90
0 2 4 6 8 10 12 14
Nu
mb
er
of
retu
rnin
g f
ish
es/
yr
Minimum flow, m3/s
Number of returning
fishes (average per year)
RESULTNumber of returning fishes as a function of different levels of
minimum flow
0
5
10
15
20
25
0
10
20
30
40
50
60
70
80
90
0 1 2 3 4 5 6 7 8 9 10 11 12 13
Pro
du
cti
on
lo
ssv [
GW
h/y
r]
Nu
mb
er
of
retu
rnin
gfi
shes/
yr
Minimum flow, m3/s
Returning fishes
Production loss
RESULTCost estimations for proposed mitigation measures
Measure Ecological effect Cost (kEUR/yr)
A min. flow at
Granö + fish
passages at
Fridafors power
stations
A low but viable population
could be sustained in the Granö
dry river bed
330-660
Removal of the
Marieberg
power station
A potential duplication of the
salmon population, upstream of
the power station
260
Prioritized mitigation measures:
1. To remove Marieberg power
station.
2. To implement a minimum flow at
Granö power station, given fish
passages will be installed at
Fridafors.
Conclusions