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;" |
− | + | |- | |
! rowspan="2" colspan="3" | Library of possible measures | ! rowspan="2" colspan="3" | Library of possible measures | ||
− | ! style="vertical-align: | + | ! style="vertical-align:middle;" | Min |
− | ! style="vertical-align: | + | ! style="vertical-align:middle;" | Max |
− | |- | + | |- |
− | | style="vertical-align: | + | | style="vertical-align:middle;" | [Euro] |
− | | style="vertical-align: | + | | style="vertical-align:middle;" | [Euro] |
|- style="vertical-align:middle;" | |- style="vertical-align:middle;" | ||
− | | rowspan="9 | + | | rowspan="9" | Habitat |
− | | rowspan="4" style="text-align: | + | | rowspan="4" | Instream habitat adjustments |
− | | [[Placement of spawning gravel in the river]] | + | | style="text-align:left;" | [[Placement of spawning gravel in the river]] |
− | + | | 10 | |
− | + | | 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]] |
− | + | | 50 | |
− | + | | 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]] |
− | + | | 1 | |
− | + | | 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]] |
− | + | | 10 | |
− | + | | 150 | |
|- style="vertical-align:middle;" | |- style="vertical-align:middle;" | ||
− | | rowspan="3" style="text-align: | + | | rowspan="3" | Re-storing habitat |
− | | [[Removal of weirs]] | + | | style="text-align:left;" | [[Removal of weirs]] |
− | + | | 2,000 | |
− | + | | 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']] |
− | + | | 50 | |
− | + | | 5,000 | |
|- style="vertical-align:middle;" | |- style="vertical-align:middle;" | ||
− | | [[Construction of off-channel habitats]] | + | | style="text-align:left;" | [[Construction of off-channel habitats]] |
− | + | | 1 | |
− | + | | 100 | |
|- style="vertical-align:middle;" | |- style="vertical-align:middle;" | ||
− | | rowspan="2" style="text-align: | + | | rowspan="2" | Shore-line habitat |
− | | [[Environmental design of embankments and erosion protection]] | + | | style="text-align:left;" | [[Environmental design of embankments and erosion protection]] |
− | + | | 10 | |
− | + | | 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: | + | | 1 |
− | | style=" | + | | 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;" | ||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
| 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=" | + | | colspan="2" style="background-color:#D0CECE;" | NA |
− | |- style=" | + | |- 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=" | + | | colspan="2" style="background-color:#D0CECE;" | NA |
− | |- style=" | + | |- 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=" | + | | colspan="2" style="background-color:#D9E1F2;" | 500,000 |
− | |- style=" | + | |- 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: | + | | 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;" | ||
− | | [[ | + | | style="background-color:#FF0; text-align:left;" | [[Fish guidance structures with narrow bar spacing]] |
− | | style=" | + | | style="background-color:#FF0;" | 2,000 |
− | | style=" | + | | style="background-color:#FF0;" | 40,000 |
|- style="vertical-align:middle;" | |- style="vertical-align:middle;" | ||
− | | style="background-color:#FF0;" | [[Fish guidance structures with | + | | style="background-color:#FF0; text-align:left;" | [[Fish guidance structures with wide bar spacing]] |
− | | style=" | + | | style="background-color:#FF0;" | 2,000 |
− | | style=" | + | | style="background-color:#FF0;" | 40,000 |
|- style="vertical-align:middle;" | |- style="vertical-align:middle;" | ||
− | | style="background-color:#FF0;" | [[ | + | | style="background-color:#FF0; text-align:left;" | [[Downstream fish protection system using electro shock technique]] |
− | | style=" | + | | style="background-color:#FF0;" | |
− | | style=" | + | | style="background-color:#FF0;" | |
|- 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) ]] | ||
− | | colspan="2" style=" | + | | colspan="2" style="background-color:#D0CECE;" | NA |
− | |- style=" | + | |- 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=" | + | | style="background-color:#FF0;" | |
− | | style=" | + | | style="background-color:#FF0;" | |
− | |- style=" | + | |- 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=" | + | | style="background-color:#FF0;" | |
− | | style=" | + | | style="background-color:#FF0;" | |
|- style="vertical-align:middle;" | |- style="vertical-align:middle;" | ||
− | | rowspan="7" style="text-align: | + | | rowspan="7" | Upstream |
− | | [[Complete or partial migration barrier removal]] | + | | style="text-align:left;" | [[Complete or partial migration barrier removal]] |
− | + | | 2,000 | |
− | + | | 1,000,000 | |
|- style="vertical-align:middle;" | |- style="vertical-align:middle;" | ||
− | | [[Nature-like fishways]] | + | | style="text-align:left;" | [[Nature-like fishways]] |
− | + | | 5,000 | |
− | + | | 20,000 | |
|- style="vertical-align:middle;" | |- style="vertical-align:middle;" | ||
− | | [[Pool-type fishways]] | + | | style="text-align:left;" | [[Pool-type fishways]] |
− | | style="vertical-align: | + | | 10,000 |
− | | style=" | + | | 100,000 |
+ | |- style="vertical-align:middle;" | ||
+ | | style="text-align:left;" | [[Baffle fishways]] | ||
+ | | 5,000 | ||
+ | | 100,000 | ||
|- style="vertical-align:middle;" | |- style="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: | + | | 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:#D0CECE; text-align:left;" | [[Truck transport]] | | style="background-color:#D0CECE; text-align:left;" | [[Truck transport]] | ||
− | | colspan="2" style="vertical-align: | + | | 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;" | ||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
| style="background-color:#D0CECE; text-align:left;" | [[Sediment sluicing]] | | style="background-color:#D0CECE; text-align:left;" | [[Sediment sluicing]] | ||
− | | colspan="2" style=" | + | | colspan="2" style="background-color:#D0CECE;" | NA |
− | |- style=" | + | |- 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=" | + | |- 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: | + | | 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;" | ||
− | |||
− | |||
− | |||
− | |||
| style="text-align:left;" | [[Minimizing sediment arrival to reservoir]] | | style="text-align:left;" | [[Minimizing sediment arrival to reservoir]] | ||
− | | colspan="2 | + | | colspan="2" | 150,000 |
− | |- style=" | + | |- 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=" | + | | colspan="2" style="background-color:#D0CECE;" | NA |
− | |- style=" | + | |- 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=" | + | | colspan="2" style="background-color:#D0CECE;" | NA |
|- style="vertical-align:middle;" | |- style="vertical-align:middle;" | ||
− | | rowspan="3 | + | | rowspan="3" | Environmental flow |
− | | rowspan="2 | + | | 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=" | + | | style="background-color:#FF0;" | |
− | | style=" | + | | 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=" | + | | style="background-color:#FF0;" | |
− | | style=" | + | | style="background-color:#FF0;" | |
|- style="vertical-align:middle;" | |- style="vertical-align:middle;" | ||
− | + | | 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=" | + | | style="background-color:#FF0;" | |
− | | style=" | + | | 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).