Difference between revisions of "Template:Placement of stones in the river"
Jump to navigation
Jump to search
(Making templates for classification tables) |
(Updating classification tables: changing available parameters) |
||
| Line 12: | Line 12: | ||
||Recurrence of maintenance||[[Recurrence of maintenance::Irregular at events]] | ||Recurrence of maintenance||[[Recurrence of maintenance::Irregular at events]] | ||
|- | |- | ||
| − | |rowspan = " | + | |rowspan = "4"|Which life-stage of fish is measure aimed at||[[Which life-stage of fish is measure aimed at::Spawning / Recruitment]] |
|- | |- | ||
| − | ||[[Which life-stage of fish is measure aimed at:: | + | ||[[Which life-stage of fish is measure aimed at::Juveniles]] |
|- | |- | ||
| − | ||[[Which life-stage of fish is measure aimed at:: | + | ||[[Which life-stage of fish is measure aimed at::Adult fish]] |
|- | |- | ||
| − | ||[[Which life-stage of fish is measure aimed at:: | + | ||[[Which life-stage of fish is measure aimed at::Movements and migration of fish]] |
| − | |||
| − | |||
|- | |- | ||
| − | || | + | |rowspan = "9"|Which physical parameter is mitigated||- |
|- | |- | ||
| − | + | ||- | |
|- | |- | ||
||- | ||- | ||
Revision as of 14:58, 13 January 2020
| Classification | Selection |
|---|---|
| Fish species for the measure | Gravel spawners |
| 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 and migration of fish | |
| Which physical parameter is mitigated | - |
| - | |
| - | |
| - | |
| Substrate and hyporheic zone | |
| - | |
| - | |
| Water velocity | |
| - | |
| 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 %) | |
| - | |
| Level of certainty in effect | Very certain |
| Technology readiness level | TRL 9: actual system proven in operational environment |
