Difference between revisions of "Template:By-passing sediments"
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(Updating classification tables: changing available parameters) |
(Updating classification tables: changing available parameters) |
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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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− | |rowspan = "9"|Which physical parameter is | + | |rowspan = "9"|Which physical parameter is addressed||- |
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− | + | ||[[Which physical parameter is addressed::Substrate and hyporheic zone]] | |
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− | |rowspan = "2"| | + | |rowspan = "2"|||[[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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− | || | + | ||[[Section in the regulated system measure is designed for::Bypass section]] |
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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||[[River type implemented::Steep gradient (up to 0.4 %)]] | |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 %)]] |
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Revision as of 11:40, 15 January 2020
Classification | Selection |
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Fish species for the measure | All |
Does the measure require loss of power production | Operational (requires flow release outside turbine) |
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- | |
Recurrence of maintenance | Irregular at events |
Which life-stage of fish is measure aimed at | Spawning / Recruitment |
Juveniles | |
Adult fish | |
- | |
Which physical parameter is addressed | - |
- | |
- | |
Substrate and hyporheic zone | |
- | |
- | |
- | |
- | |
rowspan = "2" | Plant in dam |
Plant with bypass section | |
Dam height (m) the measure is suitable for | Higher than 10 |
Section in the regulated system measure is designed for | - |
- | |
Bypass section | |
Downstream outlet | |
River type implemented | Steep gradient (up to 0.4 %) |
Fairly steep with rocks, boulders (from 0.4 to 0.05 %) | |
- | |
Level of certainty in effect | Moderately certain |
Technology readiness level | TRL 9: actual system proven in operational environment |