Difference between revisions of "Template:Environmental design of embankments and erosion protection"
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(Updating classification tables: changing available parameters) |
(Updating classification tables: minor formatting fix) |
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− | |rowspan = "2"|||[[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]] |
Revision as of 08:17, 16 January 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 | Less often than yearly |
Which life-stage of fish is measure aimed at | - |
Juveniles | |
Adult 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 | - |
- | |
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 | Moderately certain |
Technology readiness level | TRL 9: actual system proven in operational environment |