Template:Minimizing the sediment arrival to the reservoir
Revision as of 14:35, 16 January 2020 by Maintenance script (talk | contribs) (Updating classification tables: Adding FIThydro colors)
Minimizing the sediment arrival to the reservoir | |
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Classification | Selection |
Fish species for the measure | All |
Does the measure require loss of power production | Operational (requires flow release outside turbine) |
- | |
- | |
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 | |
- | |
- | |
- | |
- | |
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 | |
- | |
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 |