Difference between revisions of "Costs of solutions"

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| style="vertical-align:middle;" | [Euro]
 
| style="vertical-align:middle;" | [Euro]
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
−
| rowspan="9" | Habitat
+
| rowspan="10" | Habitat
−
| rowspan="4" | Instream habitat  adjustments
+
| rowspan="5" | Instream habitat  adjustments
 
| style="text-align:left;" | [[Placement of spawning gravel  in the river]]
 
| style="text-align:left;" | [[Placement of spawning gravel  in the river]]
 
| 10
 
| 10
Line 29: Line 29:
 
| 50
 
| 50
 
| style="vertical-align:bottom; text-align:left;" | per square meter
 
| style="vertical-align:bottom; text-align:left;" | per square meter
 +
|- style="vertical-align:middle;"
 +
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" | [[Fish refuge  under hydropeaking conditions]]
 +
| colspan="2" style="background-color:#D0CECE;" | NA
 +
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" |
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
 
| style="text-align:left;" | [[Placement of dead wood and debris]]
 
| style="text-align:left;" | [[Placement of dead wood and debris]]
Line 77: Line 81:
 
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" |  
 
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" |  
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
−
| style="background-color:#D9E1F2; text-align:left;" | [[Fish-friendly turbines ]]
+
| style="text-align:left;" | [[Fish-friendly turbines ]]
−
| colspan="2" style="background-color:#D9E1F2;" | 500,000
+
| colspan="2" | 500,000
−
| style="vertical-align:bottom; background-color:#D9E1F2; text-align:left;" | per turbine
+
| style="vertical-align:bottom; text-align:left;" | per turbine
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
−
| style="background-color:#D9E1F2; text-align:left;" | [[Skimming walls (fixed or floating)]]
+
| style="text-align:left;" | [[Skimming   walls (fixed or floating)]]
−
| colspan="2" style="background-color:#D9E1F2;" | 3,000
+
| colspan="2" | 3,000
−
| style="background-color:#D9E1F2; text-align:left;" | per m3/second
+
| style="vertical-align:bottom; text-align:left;" | per m3/second
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
−
| style="text-align:left;" | [[Bypass combined with other solutions]]
+
| style="text-align:left;" | [[Bypass   combined with other solutions]]
 
| 10,000
 
| 10,000
 
| 25,000
 
| 25,000
 
| style="text-align:left;" | per m3/second
 
| style="text-align:left;" | per m3/second
 +
|- style="text-align:left; vertical-align:bottom;"
 +
| style="background-color:#D0CECE;" | [[Fish  guidance structures with narrow bar spacing]]
 +
| style="background-color:#D0CECE;" | 2000
 +
| style="background-color:#D0CECE;" | 40000
 +
| style="background-color:#D0CECE;" | per m3/second
 +
|- style="text-align:left; vertical-align:bottom;"
 +
| style="background-color:#D0CECE;" | [[Fish  guidance structures with wide bar spacing]]
 +
| style="background-color:#D0CECE;" | 2000
 +
| style="background-color:#D0CECE;" | 40000
 +
| style="background-color:#D0CECE;" | per m3/second
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
−
| style="background-color:#FF0; text-align:left;" | [[Fish guidance structures with narrow bar spacing]]
+
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" | [[Fish   Protection System (induced drift application)]]
−
| style="background-color:#FF0;" | 2,000
+
| colspan="2" style="background-color:#D0CECE;" | NA
−
| style="background-color:#FF0;" | 40,000
+
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" |  
−
| style="background-color:#FF0; text-align:left;" | per m3/second
 
−
|- style="vertical-align:middle;"
 
−
| style="background-color:#FF0; text-align:left;" | [[Fish guidance structures with wide bar spacing]]
 
−
| style="background-color:#FF0;" | 2,000
 
−
| style="background-color:#FF0;" | 40,000
 
−
| style="background-color:#FF0; text-align:left;" | per m3/second
 
−
|- style="vertical-align:middle;"
 
−
| style="background-color:#FF0; text-align:left;" | [[Fish Protection System (induced drift application)]]
 
−
| style="background-color:#FF0;" |  
 
−
| style="background-color:#FF0;" |
 
−
| style="background-color:#FF0; text-align:left;" |  
 
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
 
| style="background-color:#D0CECE; text-align:left;" | [[Bottom-type intakes (Coanda screen, Lepine water intake,  etc) ]]
 
| style="background-color:#D0CECE; text-align:left;" | [[Bottom-type intakes (Coanda screen, Lepine water intake,  etc) ]]
Line 109: Line 112:
 
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" |  
 
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" |  
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
−
| style="background-color:#FF0; text-align:left;" | [[Other  types of fine screens]]
+
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" | [[Other types   of fine screens]]
−
| style="background-color:#FF0;" |
+
| colspan="2" style="background-color:#D0CECE;" | NA
−
| style="background-color:#FF0;" |  
+
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" |  
−
| style="vertical-align:bottom; background-color:#FF0; text-align:left;" |  
 
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
−
| style="background-color:#FF0; text-align:left;" | [[Vertical  slot fishways]]
+
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" | [[Vertical  slot fishways]]
−
| style="background-color:#FF0;" |
+
| colspan="2" style="background-color:#D0CECE;" | NA
−
| style="background-color:#FF0;" |  
+
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" |  
−
| style="vertical-align:bottom; background-color:#FF0; text-align:left;" |  
 
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
 
| rowspan="7" | Upstream
 
| rowspan="7" | Upstream
Line 140: Line 141:
 
| style="vertical-align:bottom; text-align:left;" | per vertical meter
 
| style="vertical-align:bottom; text-align:left;" | per vertical meter
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
−
| style="background-color:#D9E1F2; text-align:left;" | [[Fishways for eels and lampreys]]
+
| style="text-align:left;" | [[Fishways for eels and lampreys]]
−
| colspan="2" style="background-color:#D9E1F2;" | 600
+
| colspan="2" | 600
−
| style="vertical-align:bottom; background-color:#D9E1F2; text-align:left;" | per meter length
+
| style="vertical-align:bottom; text-align:left;" | per meter length
−
|- style="vertical-align:middle;"
+
|- style="text-align:left; vertical-align:bottom;"
−
| style="background-color:#FF0; text-align:left;" | [[Fish lifts, screws, locks, and others]]
+
| style="background-color:#D0CECE;" | [[Fish lifts, screws, locks,   and others]]
−
| style="background-color:#FF0;" | 10,000
+
| style="background-color:#D0CECE;" | 10000
−
| style="background-color:#FF0;" | 500,000
+
| style="background-color:#D0CECE;" | 500000
−
| style="vertical-align:bottom; background-color:#FF0; text-align:left;" | per project
+
| style="background-color:#D0CECE;" | per project
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
 
| style="background-color:#D0CECE; text-align:left;" | [[Truck transport]]
 
| style="background-color:#D0CECE; text-align:left;" | [[Truck transport]]
Line 193: Line 194:
 
| rowspan="3" | Environmental flow
 
| rowspan="3" | Environmental flow
 
| rowspan="2" | General flow regime
 
| rowspan="2" | General flow regime
−
| style="background-color:#FF0; text-align:left;" | [[Mitigating   reduced annual flow and low flow measures ]]
+
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" | [[Mitigating reduced annual flow and   low flow measures ]]
−
| style="background-color:#FF0;" |
+
| colspan="2" style="background-color:#D0CECE;" | NA
−
| style="background-color:#FF0;" |  
+
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" |  
−
| style="vertical-align:bottom; background-color:#FF0; text-align:left;" |  
 
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
−
| style="background-color:#FF0; text-align:left;" | [[Mitigating reduced flood peaks, magnitudes, and frequency]]
+
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" | [[Mitigating   reduced flood peaks, magnitudes, and frequency]]
−
| style="background-color:#FF0;" |
+
| colspan="2" style="background-color:#D0CECE;" | NA
−
| style="background-color:#FF0;" |  
+
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" |  
−
| style="vertical-align:bottom; background-color:#FF0; text-align:left;" |  
 
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
 
| Short-term flow regime
 
| Short-term flow regime
−
| style="background-color:#FF0; text-align:left;" | [[Mitigating   rapid, short-term variations in flow (hydro-peaking operations)]]
+
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" | [[Mitigating rapid, short-term   variations in flow (hydro-peaking operations)]]
−
| style="background-color:#FF0;" |
+
| colspan="2" style="background-color:#D0CECE;" | NA
−
| style="background-color:#FF0;" |  
+
| style="vertical-align:bottom; background-color:#D0CECE; text-align:left;" |  
−
| style="vertical-align:bottom; background-color:#FF0; text-align:left;" |  
 
 
|}
 
|}

Revision as of 09:39, 30 September 2020

Note: the info on this page is temporary File:Broken

One of the goals of the FIThydro project is to determine the financial costs of implementing mitigation measures (solutions).

Library of possible measures Min Max Unit
[Euro] [Euro]
Habitat Instream habitat adjustments Placement of spawning gravel in the river 10 100 per cubic meter
Placement of stones in the river 50 150 per cubic meter
Cleaning of substrate - ripping, ploughing and flushing 1 50 per square meter
Fish refuge under hydropeaking conditions NA
Placement of dead wood and debris 10 150 per meter
Restoring habitat Removal of weirs 2,000 1,000,000 per weir
Construction of a 'river-in-the-river' 50 5,000 per meter
Construction of off-channel habitats 1 100 per square meter
Shoreline habitat Environmental design of embankments and erosion protection 10 150 per meter
Restoration of the riparian zone vegetation 1 50 per square meter
Fish migration Downstream Migration barrier removal 2,000 1,000,000 per project
Operational measures (turbine operations, spillway passage) NA
Sensory, behavioural barriers (electricity, light, sound, air-water curtains) NA
Fish-friendly turbines 500,000 per turbine
Skimming walls (fixed or floating) 3,000 per m3/second
Bypass combined with other solutions 10,000 25,000 per m3/second
Fish guidance structures with narrow bar spacing 2000 40000 per m3/second
Fish guidance structures with wide bar spacing 2000 40000 per m3/second
Fish Protection System (induced drift application) NA
Bottom-type intakes (Coanda screen, Lepine water intake, etc) NA
Other types of fine screens NA
Vertical slot fishways NA
Upstream Complete or partial migration barrier removal 2,000 1,000,000 per project
Nature-like fishways 5,000 20,000 per vertical meter
Pool-type fishways 10,000 100,000 per vertical meter
Baffle fishways 5,000 100,000 per vertical meter
Fishways for eels and lampreys 600 per meter length
Fish lifts, screws, locks, and others 10000 500000 per project
Truck transport NA
Sediment Routing Drawdown reservoir flushing 1 50 per cubic meter
Sediment sluicing NA
Removal By-passing sediments NA
Off-channel reservoir storage NA
Mechanical removal of fine sediments (dredging) 5 10 per cubic meter
Minimizing sediment arrival to reservoir 150,000 per Vortex tube
Restoration in rivers Removal of bank protection NA
Removal of debris NA
Environmental flow General flow regime Mitigating reduced annual flow and low flow measures NA
Mitigating reduced flood peaks, magnitudes, and frequency NA
Short-term flow regime Mitigating rapid, short-term variations in flow (hydro-peaking operations) NA
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