Difference between revisions of "Costs of solutions"

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One of the goals of the FIThydro project is to determine the financial costs of implementing mitigation measures (solutions).  
 
One of the goals of the FIThydro project is to determine the financial costs of implementing mitigation measures (solutions).  
  
{| class="wikitable"  
+
{| class="wikitable" style="text-align:center;"
|- style="text-align:center;"
+
|-
 
! rowspan="2" colspan="3" | Library of possible  measures
 
! rowspan="2" colspan="3" | Library of possible  measures
! style="vertical-align:bottom; text-align:left;" | Min
+
! style="vertical-align:middle;" | Min
! style="vertical-align:bottom; text-align:left;" | Max
+
! style="vertical-align:middle;" | Max
|- style="text-align:center;"
+
|-
| style="vertical-align:bottom; text-align:left;" | [Euro]
+
| style="vertical-align:middle;" | [Euro]
| style="vertical-align:bottom; text-align:left;" | [Euro]
+
| style="vertical-align:middle;" | [Euro]
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| rowspan="9" style="text-align:center;" | Habitat
+
| rowspan="9" | Habitat
| rowspan="4" style="text-align:center;" | Instream habitat  adjustments
+
| rowspan="4" | Instream habitat  adjustments
| [[Placement of spawning gravel  in the river]]
+
| style="text-align:left;" | [[Placement of spawning gravel  in the river]]
| style="vertical-align:bottom;" | 10
+
| 10
| style="vertical-align:bottom;" | 100
+
| 100
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| [[Placement of stones in the river]]
+
| style="text-align:left;" | [[Placement of stones in the river]]
| style="vertical-align:bottom;" | 50
+
| 50
| style="vertical-align:bottom;" | 150
+
| 150
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| [[Cleaning of substrate - ripping, ploughing and flushing]]
+
| style="text-align:left;" | [[Cleaning of substrate - ripping, ploughing and flushing]]
| style="vertical-align:bottom;" | 1
+
| 1
| style="vertical-align:bottom;" | 50
+
| 50
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| [[Placement of dead wood and debris]]
+
| style="text-align:left;" | [[Placement of dead wood and debris]]
| style="vertical-align:bottom;" | 10
+
| 10
| style="vertical-align:bottom;" | 150
+
| 150
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| rowspan="3" style="text-align:center;" | Re-storing habitat
+
| rowspan="3" | Re-storing habitat
| [[Removal of weirs]]
+
| style="text-align:left;" | [[Removal of weirs]]
| style="vertical-align:bottom;" | 2,000
+
| 2,000
| style="vertical-align:bottom;" | 1,000,000
+
| 1,000,000
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| [[Construction of a 'river-in-the-river']]
+
| style="text-align:left;" | [[Construction of a 'river-in-the-river']]
| style="vertical-align:bottom;" | 50
+
| 50
| style="vertical-align:bottom;" | 5,000
+
| 5,000
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| [[Construction of off-channel habitats]]
+
| style="text-align:left;" | [[Construction of off-channel habitats]]
| style="vertical-align:bottom;" | 1
+
| 1
| style="vertical-align:bottom;" | 100
+
| 100
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| rowspan="2" style="text-align:center;" | Shore-line habitat
+
| rowspan="2" | Shore-line habitat
| [[Environmental design of  embankments and erosion protection]]
+
| style="text-align:left;" | [[Environmental design of  embankments and erosion protection]]
| style="vertical-align:bottom;" | 10
+
| 10
| style="vertical-align:bottom;" | 150
+
| 150
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| [[Restoration of the riparian zone vegetation]]
+
| style="text-align:left;" | [[Restoration of the riparian zone vegetation]]
| style="vertical-align:bottom;" | 1
+
| 1
| style="vertical-align:bottom;" | 50
+
| 50
 +
|- style="vertical-align:middle;"
 +
| rowspan="19" | Fish migration
 +
| rowspan="12" | Downstream
 +
| style="text-align:left;" | [[Migration  barrier removal]]
 +
| 2,000
 +
| 1,000,000
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| rowspan="19" style="text-align:center;" | Fish migration
 
| rowspan="12" style="text-align:center;" | Downstream
 
| [[Migration  barrier removal]]
 
| style="vertical-align:bottom;" | 2,000
 
| style="vertical-align:bottom;" | 1,000,000
 
|- style="text-align:center; vertical-align:middle;"
 
 
| style="background-color:#D0CECE; text-align:left;" | [[Operational measures (turbine operations, spillway passage) ]]
 
| style="background-color:#D0CECE; text-align:left;" | [[Operational measures (turbine operations, spillway passage) ]]
| colspan="2" style="vertical-align:bottom; background-color:#D0CECE;" | NA
+
| colspan="2" style="background-color:#D0CECE;" | NA
|- style="text-align:center; vertical-align:middle;"
+
|- style="vertical-align:middle;"
 
| style="background-color:#D0CECE; text-align:left;" | [[Sensory, behavioural barriers (electricity, light, sound,  air-water curtains)]]
 
| style="background-color:#D0CECE; text-align:left;" | [[Sensory, behavioural barriers (electricity, light, sound,  air-water curtains)]]
| colspan="2" style="vertical-align:bottom; background-color:#D0CECE;" | NA
+
| colspan="2" style="background-color:#D0CECE;" | NA
|- style="text-align:center; vertical-align:middle;"
+
|- style="vertical-align:middle;"
 
| style="background-color:#D9E1F2; text-align:left;" | [[Fish-friendly turbines ]]
 
| style="background-color:#D9E1F2; text-align:left;" | [[Fish-friendly turbines ]]
| colspan="2" style="vertical-align:bottom; background-color:#D9E1F2;" | 500,000
+
| colspan="2" style="background-color:#D9E1F2;" | 500,000
|- style="text-align:center; vertical-align:middle;"
+
|- style="vertical-align:middle;"
 
| style="background-color:#D9E1F2; text-align:left;" | [[Skimming walls (fixed or floating)]]
 
| style="background-color:#D9E1F2; text-align:left;" | [[Skimming walls (fixed or floating)]]
| colspan="2" style="vertical-align:bottom; background-color:#D9E1F2;" | 3,000
+
| colspan="2" style="background-color:#D9E1F2;" | 3,000
 +
|- style="vertical-align:middle;"
 +
| style="text-align:left;" | [[Bypass combined with other solutions]]
 +
| 10,000
 +
| 25,000
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| [[Bypass combined with other solutions]]
+
| style="background-color:#FF0; text-align:left;" | [[Fish guidance structures with narrow bar spacing]]
| style="vertical-align:bottom;" | 10,000
+
| style="background-color:#FF0;" | 2,000
| style="vertical-align:bottom;" | 25,000
+
| style="background-color:#FF0;" | 40,000
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| style="background-color:#FF0;" | [[Fish guidance structures with narrow bar spacing]]
+
| style="background-color:#FF0; text-align:left;" | [[Fish guidance structures with wide bar spacing]]
| style="vertical-align:bottom; background-color:#FF0;" | 2,000
+
| style="background-color:#FF0;" | 2,000
| style="vertical-align:bottom; background-color:#FF0;" | 40,000
+
| style="background-color:#FF0;" | 40,000
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| style="background-color:#FF0;" | [[Fish guidance structures with wide bar spacing]]
+
| style="background-color:#FF0; text-align:left;" | [[Downstream fish protection system using electro shock  technique]]
| style="vertical-align:bottom; background-color:#FF0;" | 2,000
+
| style="background-color:#FF0;" |  
| style="vertical-align:bottom; background-color:#FF0;" | 40,000
+
| style="background-color:#FF0;" |  
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| style="background-color:#FF0;" | [[Downstream fish protection system using electro shock  technique]]
 
| style="vertical-align:bottom; background-color:#FF0;" |
 
| style="vertical-align:bottom; background-color:#FF0;" |
 
|- style="text-align:center; 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) ]]
| colspan="2" style="vertical-align:bottom; background-color:#D0CECE;" | NA
+
| colspan="2" style="background-color:#D0CECE;" | NA
|- style="text-align:center; vertical-align:middle;"
+
|- style="vertical-align:middle;"
 
| style="background-color:#FF0; text-align:left;" | [[Other  types of fine screens]]
 
| style="background-color:#FF0; text-align:left;" | [[Other  types of fine screens]]
| style="vertical-align:bottom; background-color:#FF0;" |  
+
| style="background-color:#FF0;" |  
| style="vertical-align:bottom; background-color:#FF0;" |  
+
| style="background-color:#FF0;" |  
|- style="text-align:center; vertical-align:middle;"
+
|- style="vertical-align:middle;"
 
| style="background-color:#FF0; text-align:left;" | [[Vertical  slot fishways]]
 
| style="background-color:#FF0; text-align:left;" | [[Vertical  slot fishways]]
| style="vertical-align:bottom; background-color:#FF0;" |  
+
| style="background-color:#FF0;" |  
| style="vertical-align:bottom; background-color:#FF0;" |  
+
| style="background-color:#FF0;" |  
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| rowspan="7" style="text-align:center;" | Upstream
+
| rowspan="7" | Upstream
| [[Complete or partial migration  barrier removal]]
+
| style="text-align:left;" | [[Complete or partial migration  barrier removal]]
| style="vertical-align:bottom;" | 2,000
+
| 2,000
| style="vertical-align:bottom;" | 1,000,000
+
| 1,000,000
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| [[Nature-like fishways]]
+
| style="text-align:left;" | [[Nature-like fishways]]
| style="vertical-align:bottom;" | 5,000
+
| 5,000
| style="vertical-align:bottom;" | 20,000
+
| 20,000
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| [[Pool-type fishways]]
+
| style="text-align:left;" | [[Pool-type fishways]]
| style="vertical-align:bottom;" | 10,000
+
| 10,000
| style="vertical-align:bottom;" | 100,000
+
| 100,000
 +
|- style="vertical-align:middle;"
 +
| style="text-align:left;" | [[Baffle fishways]]
 +
| 5,000
 +
| 100,000
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| [[Baffle fishways]]
 
| style="vertical-align:bottom;" | 5,000
 
| style="vertical-align:bottom;" | 100,000
 
|- style="text-align:center; vertical-align:middle;"
 
 
| style="background-color:#D9E1F2; text-align:left;" | [[Fishways for eels and lampreys]]
 
| style="background-color:#D9E1F2; text-align:left;" | [[Fishways for eels and lampreys]]
| colspan="2" style="vertical-align:bottom; background-color:#D9E1F2;" | 600
+
| colspan="2" style="background-color:#D9E1F2;" | 600
 +
|- style="vertical-align:middle;"
 +
| style="background-color:#FF0; text-align:left;" | [[Fish lifts, screws, locks, and others]]
 +
| style="background-color:#FF0;" | 10,000
 +
| style="background-color:#FF0;" | 500,000
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| style="background-color:#FF0;" | [[Fish lifts, screws, locks, and others]]
 
| style="vertical-align:bottom; background-color:#FF0;" | 10,000
 
| style="vertical-align:bottom; background-color:#FF0;" | 500,000
 
|- style="text-align:center; vertical-align:middle;"
 
 
| style="background-color:#D0CECE; text-align:left;" | [[Truck transport]]
 
| style="background-color:#D0CECE; text-align:left;" | [[Truck transport]]
| colspan="2" style="vertical-align:bottom; background-color:#D0CECE;" | NA
+
| colspan="2" style="background-color:#D0CECE;" | NA
 +
|- style="vertical-align:middle;"
 +
| rowspan="8" | Sediment
 +
| rowspan="2" | Rout-ing
 +
| style="text-align:left;" | [[Drawdown  reservoir flushing]]
 +
| 1
 +
| 50
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| rowspan="8" style="text-align:center;" | Sediment
 
| rowspan="2" style="text-align:center;" | Rout-ing
 
| [[Drawdown  reservoir flushing]]
 
| style="vertical-align:bottom;" | 1
 
| style="vertical-align:bottom;" | 50
 
|- style="text-align:center; vertical-align:middle;"
 
 
| style="background-color:#D0CECE; text-align:left;" | [[Sediment sluicing]]
 
| style="background-color:#D0CECE; text-align:left;" | [[Sediment sluicing]]
| colspan="2" style="vertical-align:bottom; background-color:#D0CECE;" | NA
+
| colspan="2" style="background-color:#D0CECE;" | NA
|- style="text-align:center; vertical-align:middle;"
+
|- style="vertical-align:middle;"
 
| rowspan="4" | Removal
 
| rowspan="4" | Removal
 
| style="background-color:#D0CECE; text-align:left;" | [[By-passing  sediments ]]
 
| style="background-color:#D0CECE; text-align:left;" | [[By-passing  sediments ]]
 
| colspan="2" style="background-color:#D0CECE;" | NA
 
| colspan="2" style="background-color:#D0CECE;" | NA
|- style="text-align:center; vertical-align:middle;"
+
|- style="vertical-align:middle;"
 
| style="background-color:#D0CECE; text-align:left;" | [[Off-channel reservoir storage]]
 
| style="background-color:#D0CECE; text-align:left;" | [[Off-channel reservoir storage]]
| colspan="2" style="vertical-align:bottom; background-color:#D0CECE;" | NA
+
| colspan="2" style="background-color:#D0CECE;" | NA
 +
|- style="vertical-align:middle;"
 +
| style="text-align:left;" | [[Mechanical removal of fine sediments (dredging)]]
 +
| 5
 +
| 10
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| [[Mechanical removal of fine sediments (dredging)]]
 
| style="vertical-align:bottom;" | 5
 
| style="vertical-align:bottom;" | 10
 
|- style="text-align:center; vertical-align:middle;"
 
 
| style="text-align:left;" | [[Minimizing sediment arrival to reservoir]]
 
| style="text-align:left;" | [[Minimizing sediment arrival to reservoir]]
| colspan="2" style="vertical-align:bottom;" | 150,000
+
| colspan="2" | 150,000
|- style="text-align:center; vertical-align:middle;"
+
|- style="vertical-align:middle;"
 
| rowspan="2" | Restoration in rivers
 
| rowspan="2" | Restoration in rivers
 
| style="background-color:#D0CECE; text-align:left;" | [[Removal of bank protection]]
 
| style="background-color:#D0CECE; text-align:left;" | [[Removal of bank protection]]
| colspan="2" style="vertical-align:bottom; background-color:#D0CECE;" | NA
+
| colspan="2" style="background-color:#D0CECE;" | NA
|- style="text-align:center; vertical-align:middle;"
+
|- style="vertical-align:middle;"
 
| style="background-color:#D0CECE; text-align:left;" | [[Removal of debris]]
 
| style="background-color:#D0CECE; text-align:left;" | [[Removal of debris]]
| colspan="2" style="vertical-align:bottom; background-color:#D0CECE;" | NA
+
| colspan="2" style="background-color:#D0CECE;" | NA
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| rowspan="3" style="text-align:center;" | Environmental flow
+
| rowspan="3" | Environmental flow
| rowspan="2" style="text-align:center;" | General flow regime
+
| rowspan="2" | General flow regime
| style="background-color:#FF0;" | [[Mitigating  reduced annual flow and low flow measures ]]
+
| style="background-color:#FF0; text-align:left;" | [[Mitigating  reduced annual flow and low flow measures ]]
| style="vertical-align:bottom; background-color:#FF0;" |  
+
| style="background-color:#FF0;" |  
| style="vertical-align:bottom; background-color:#FF0;" |  
+
| style="background-color:#FF0;" |  
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| style="background-color:#FF0;" | [[Mitigating reduced flood peaks, magnitudes, and frequency]]
+
| style="background-color:#FF0; text-align:left;" | [[Mitigating reduced flood peaks, magnitudes, and frequency]]
| style="vertical-align:bottom; background-color:#FF0;" |  
+
| style="background-color:#FF0;" |  
| style="vertical-align:bottom; background-color:#FF0;" |  
+
| style="background-color:#FF0;" |  
 
|- style="vertical-align:middle;"
 
|- style="vertical-align:middle;"
| style="text-align:center;" | Short-term flow regime
+
| Short-term flow regime
| style="background-color:#FF0;" | [[Mitigating  rapid, short-term variations in flow (hydro-peaking operations)]]
+
| style="background-color:#FF0; text-align:left;" | [[Mitigating  rapid, short-term variations in flow (hydro-peaking operations)]]
| style="vertical-align:bottom; background-color:#FF0;" |  
+
| style="background-color:#FF0;" |  
| style="vertical-align:bottom; background-color:#FF0;" |  
+
| style="background-color:#FF0;" |  
 
|}
 
|}

Revision as of 08:56, 5 August 2020

Note: the info on this page is temporary, for demonstration purposes 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
[Euro] [Euro]
Habitat Instream habitat adjustments Placement of spawning gravel in the river 10 100
Placement of stones in the river 50 150
Cleaning of substrate - ripping, ploughing and flushing 1 50
Placement of dead wood and debris 10 150
Re-storing habitat Removal of weirs 2,000 1,000,000
Construction of a 'river-in-the-river' 50 5,000
Construction of off-channel habitats 1 100
Shore-line habitat Environmental design of embankments and erosion protection 10 150
Restoration of the riparian zone vegetation 1 50
Fish migration Downstream Migration barrier removal 2,000 1,000,000
Operational measures (turbine operations, spillway passage) NA
Sensory, behavioural barriers (electricity, light, sound, air-water curtains) NA
Fish-friendly turbines 500,000
Skimming walls (fixed or floating) 3,000
Bypass combined with other solutions 10,000 25,000
Fish guidance structures with narrow bar spacing 2,000 40,000
Fish guidance structures with wide bar spacing 2,000 40,000
Downstream fish protection system using electro shock technique
Bottom-type intakes (Coanda screen, Lepine water intake, etc) NA
Other types of fine screens
Vertical slot fishways
Upstream Complete or partial migration barrier removal 2,000 1,000,000
Nature-like fishways 5,000 20,000
Pool-type fishways 10,000 100,000
Baffle fishways 5,000 100,000
Fishways for eels and lampreys 600
Fish lifts, screws, locks, and others 10,000 500,000
Truck transport NA
Sediment Rout-ing Drawdown reservoir flushing 1 50
Sediment sluicing NA
Removal By-passing sediments NA
Off-channel reservoir storage NA
Mechanical removal of fine sediments (dredging) 5 10
Minimizing sediment arrival to reservoir 150,000
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
Mitigating reduced flood peaks, magnitudes, and frequency
Short-term flow regime Mitigating rapid, short-term variations in flow (hydro-peaking operations)