Difference between revisions of "Template:Suitable measures for BASEMENT"

From FIThydrowiki
Jump to navigation Jump to search
(Importing MTD properties)
(Importing MTD properties)
 
(7 intermediate revisions by the same user not shown)
Line 2: Line 2:
 
! colspan="2" style="text-align: center; background-color:#2cb4da; color:#ffffff;" |Relevant measures
 
! colspan="2" style="text-align: center; background-color:#2cb4da; color:#ffffff;" |Relevant measures
 
|-
 
|-
−
|colspan="2"|[[Suitable measures::Baffle fishways]]
+
|colspan="2"|[[Suitable measures::By-passing sediments ]]
−
|-
 
−
|colspan="2"|[[Suitable measures::Bypass combined with other solutions]]
 
 
|-
 
|-
 
|colspan="2"|[[Suitable measures::Cleaning of substrate - ripping, ploughing and flushing]]
 
|colspan="2"|[[Suitable measures::Cleaning of substrate - ripping, ploughing and flushing]]
Line 13: Line 11:
 
|-
 
|-
 
|colspan="2"|[[Suitable measures::Construction of off-channel habitats]]
 
|colspan="2"|[[Suitable measures::Construction of off-channel habitats]]
 +
|-
 +
|colspan="2"|[[Suitable measures::Drawdown reservoir flushing]]
 
|-
 
|-
 
|colspan="2"|[[Suitable measures::Environmental design of embankments and erosion protection ]]
 
|colspan="2"|[[Suitable measures::Environmental design of embankments and erosion protection ]]
 
|-
 
|-
 
|colspan="2"|[[Suitable measures::Fish guidance structures with narrow bar spacing]]
 
|colspan="2"|[[Suitable measures::Fish guidance structures with narrow bar spacing]]
−
|-
 
−
|colspan="2"|[[Suitable measures::Fish refuge under hydropeaking conditions]]
 
−
|-
 
−
|colspan="2"|[[Suitable measures::Mechanical removal of fine sediments (dredging)]]
 
 
|-
 
|-
 
|colspan="2"|[[Suitable measures::Migration barrier removal]]
 
|colspan="2"|[[Suitable measures::Migration barrier removal]]
Line 26: Line 22:
 
|colspan="2"|[[Suitable measures::Minimizing sediment arrival to reservoir]]
 
|colspan="2"|[[Suitable measures::Minimizing sediment arrival to reservoir]]
 
|-
 
|-
−
|colspan="2"|[[Suitable measures::Mitigating rapid, short-term variations in flow (hydro-peaking operations)]]
+
|colspan="2"|[[Suitable measures::Mitigating reduced annual flow and low flow measures]]
 
|-
 
|-
−
|colspan="2"|[[Suitable measures::Nature-like fishways]]
+
|colspan="2"|[[Suitable measures::Mitigating reduced flood peaks, magnitudes, and frequency]]
 
|-
 
|-
 
|colspan="2"|[[Suitable measures::Off-channel reservoir storage]]
 
|colspan="2"|[[Suitable measures::Off-channel reservoir storage]]
 +
|-
 +
|colspan="2"|[[Suitable measures::Operational measures (turbine operations, spillway passage) ]]
 
|-
 
|-
 
|colspan="2"|[[Suitable measures::Placement of spawning gravel in the river]]
 
|colspan="2"|[[Suitable measures::Placement of spawning gravel in the river]]
 
|-
 
|-
 
|colspan="2"|[[Suitable measures::Placement of stones in the river]]
 
|colspan="2"|[[Suitable measures::Placement of stones in the river]]
−
|-
 
−
|colspan="2"|[[Suitable measures::Removal of bank protection]]
 
−
|-
 
−
|colspan="2"|[[Suitable measures::Removal of debris]]
 
 
|-
 
|-
 
|colspan="2"|[[Suitable measures::Removal of weirs]]
 
|colspan="2"|[[Suitable measures::Removal of weirs]]
Line 44: Line 38:
 
|colspan="2"|[[Suitable measures::Restoration of the riparian zone vegetation]]
 
|colspan="2"|[[Suitable measures::Restoration of the riparian zone vegetation]]
 
|-
 
|-
−
|colspan="2"|[[Suitable measures::Sensory, behavioural barriers (electricity, light, sound, air-water curtains)]]
+
|colspan="2"|[[Suitable measures::Sediment sluicing]]
 
|-
 
|-
 
! colspan="1" style="text-align: center; background-color:#2cb4da; color:#ffffff;" |Relevant test cases !! colspan="1" style="text-align: center; background-color:#2cb4da; color:#ffffff;"|Applied in test case?
 
! colspan="1" style="text-align: center; background-color:#2cb4da; color:#ffffff;" |Relevant test cases !! colspan="1" style="text-align: center; background-color:#2cb4da; color:#ffffff;"|Applied in test case?
Line 58: Line 52:
 
|[[Gotein test case]]||-
 
|[[Gotein test case]]||-
 
|-
 
|-
−
|[[test case]]||-
+
|[[Günz test case]]||-
 
|-
 
|-
 
|[[Ham test case]]||-
 
|[[Ham test case]]||-
Line 64: Line 58:
 
|[[Las Rives test case]]||-
 
|[[Las Rives test case]]||-
 
|-
 
|-
−
|[[test case]]||-
+
|[[Schiffmühle test case]]||-
 
|-
 
|-
 
|[[Trois Villes test case]]||-
 
|[[Trois Villes test case]]||-
 
|}
 
|}

Latest revision as of 14:28, 26 January 2021

Relevant measures
By-passing sediments
Cleaning of substrate - ripping, ploughing and flushing
Complete or partial migration barrier removal
Construction of a 'river-in-the-river'
Construction of off-channel habitats
Drawdown reservoir flushing
Environmental design of embankments and erosion protection
Fish guidance structures with narrow bar spacing
Migration barrier removal
Minimizing sediment arrival to reservoir
Mitigating reduced annual flow and low flow measures
Mitigating reduced flood peaks, magnitudes, and frequency
Off-channel reservoir storage
Operational measures (turbine operations, spillway passage)
Placement of spawning gravel in the river
Placement of stones in the river
Removal of weirs
Restoration of the riparian zone vegetation
Sediment sluicing
Relevant test cases Applied in test case?
Altheim test case -
Altusried test case -
Bannwil test case -
Freudenau test case -
Gotein test case -
Günz test case -
Ham test case -
Las Rives test case -
Schiffmühle test case -
Trois Villes test case -
Retrieved from "https://www.fithydro.wiki/index.php?title=Template:Suitable_measures_for_BASEMENT&oldid=8564"