Difference between revisions of "Template:Mechanical removal of fine sediments (dredging)"
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(Making templates for classification tables) |
(Updating classification tables: minor changes) |
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|Fish species for the measure||[[Fish species for the measure::All]] | |Fish species for the measure||[[Fish species for the measure::All]] | ||
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− | |rowspan = "3"|Does the measure require loss of power production|| | + | |rowspan = "3"|Does the measure require loss of power production||- |
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− | || | + | ||[[Does the measure require loss of power production::Structural (requires no additional flow release)]] |
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||Recurrence of maintenance||[[Recurrence of maintenance::Irregular at events]] | ||Recurrence of maintenance||[[Recurrence of maintenance::Irregular at events]] | ||
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− | |rowspan = " | + | |rowspan = "4"|Which life-stage of fish is measure aimed at||[[Which life-stage of fish is measure aimed at::Spawning / Recruitment]] |
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− | ||[[Which life-stage of fish is measure aimed at:: | + | ||[[Which life-stage of fish is measure aimed at::Juveniles]] |
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||[[Which life-stage of fish is measure aimed at::Adult fish]] | ||[[Which life-stage of fish is measure aimed at::Adult fish]] | ||
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||[[Which life-stage of fish is measure aimed at::Movements of migration of fish]] | ||[[Which life-stage of fish is measure aimed at::Movements of migration of fish]] | ||
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− | |rowspan = "8"|Which physical parameter is | + | |rowspan="8"|Which physical parameter is addressed||- |
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− | ||[[Which physical parameter is | + | ||[[Which physical parameter is addressed::Substrate and hyporheic zone]] |
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− | |rowspan = "2"|Hydropower type the measure is suitable for||[[Hydropower type the measure is suitable for::Plant in dam]] | + | |rowspan="2"|Hydropower type the measure is suitable for||[[Hydropower type the measure is suitable for::Plant in dam]] |
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||[[Hydropower type the measure is suitable for::Plant with bypass section]] | ||[[Hydropower type the measure is suitable for::Plant with bypass section]] | ||
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− | ||Dam height (m) the measure is suitable for||[[Dam height (m) the measure is suitable for::All]] | + | |rowspan = "1"|Dam height (m) the measure is suitable for||[[Dam height (m) the measure is suitable for::All]] |
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− | |rowspan = "4"|Section in the regulated system measure is designed for||- | + | |rowspan="4"|Section in the regulated system measure is designed for||- |
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||[[Section in the regulated system measure is designed for::Upstream of hydropower plant]] | ||[[Section in the regulated system measure is designed for::Upstream of hydropower plant]] | ||
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||[[Section in the regulated system measure is designed for::Downstream outlet]] | ||[[Section in the regulated system measure is designed for::Downstream outlet]] | ||
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− | |rowspan = "3"|River type implemented||[[ | + | |rowspan = "3"|River type implemented||[[River type implemented::Steep gradient (up to 0.4 %)]] |
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||[[River type implemented::Fairly steep with rocks, boulders (from 0.4 to 0.05 %)]] | ||[[River type implemented::Fairly steep with rocks, boulders (from 0.4 to 0.05 %)]] | ||
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||Technology readiness level||[[Technology readiness level::TRL 9: actual system proven in operational environment]] | ||Technology readiness level||[[Technology readiness level::TRL 9: actual system proven in operational environment]] | ||
+ | |- | ||
+ | ||Cost of solution||See [[Costs of solutions|cost table]] | ||
|} | |} |
Latest revision as of 13:48, 9 October 2020
Classification | Selection |
---|---|
Fish species for the measure | All |
Does the measure require loss of power production | - |
- | |
Structural (requires no additional flow release) | |
Recurrence of maintenance | Irregular at events |
Which life-stage of fish is measure aimed at | Spawning / Recruitment |
Juveniles | |
Adult fish | |
Movements of migration of fish | |
Which physical parameter is addressed | - |
- | |
- | |
Substrate and hyporheic zone | |
- | |
- | |
- | |
- | |
Hydropower type the measure is suitable for | Plant in dam |
Plant with bypass section | |
Dam height (m) the measure is suitable for | All |
Section in the regulated system measure is designed for | - |
Upstream of hydropower plant | |
Bypass section | |
Downstream outlet | |
River type implemented | Steep gradient (up to 0.4 %) |
Fairly steep with rocks, boulders (from 0.4 to 0.05 %) | |
Slow flowing, lowland, sandy (less than 0.05 %) | |
Level of certainty in effect | Very certain |
Technology readiness level | TRL 9: actual system proven in operational environment |
Cost of solution | See cost table |