Difference between revisions of "Template:Suitable measures for HEC-RAS"

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{| class="wikitable"
 
{| class="wikitable"
−
! colspan="2" style="text-align: center; background-color:#2cb4da; color:#ffffff;" |Relevant measures (demonstration purposes only)
+
! colspan="2" style="text-align: center; background-color:#2cb4da; color:#ffffff;" |Relevant measures
 
|-
 
|-
−
|[[Suitable measures::Mitigating reduced annual flow and low flow measures]]
+
|colspan="2"|[[Suitable measures::Bypass combined with other solutions]]
 
|-
 
|-
−
|[[Suitable measures::Mitigating reduced flood peaks, magnitudes, and frequency]]
+
|colspan="2"|[[Suitable measures::By-passing sediments ]]
 
|-
 
|-
−
|[[Suitable measures::Mitigating rapid, short-term variations in flow (hydro-peaking operations)]]
+
|colspan="2"|[[Suitable measures::Cleaning of substrate - ripping, ploughing and flushing]]
 
|-
 
|-
−
|[[Suitable measures::Placement of spawning gravel in the river]]
+
|colspan="2"|[[Suitable measures::Complete or partial migration barrier removal]]
 
|-
 
|-
−
|[[Suitable measures::Placement of stones in the river]]
+
|colspan="2"|[[Suitable measures::Construction of a 'river-in-the-river']]
 
|-
 
|-
−
|[[Suitable measures::Removal of weirs]]
+
|colspan="2"|[[Suitable measures::Construction of off-channel habitats]]
 
|-
 
|-
−
|[[Suitable measures::Construction of a "river-in-the-river"]]
+
|colspan="2"|[[Suitable measures::Environmental design of embankments and erosion protection ]]
 
|-
 
|-
−
|[[Suitable measures::Construction of off-channel habitats]]
+
|colspan="2"|[[Suitable measures::Migration barrier removal]]
 
|-
 
|-
−
|[[Suitable measures::Placement of dead wood and debris]]
+
|colspan="2"|[[Suitable measures::Mitigating rapid, short-term variations in flow (hydro-peaking operations)]]
 
|-
 
|-
−
|[[Suitable measures::Removal of debris]]
+
|colspan="2"|[[Suitable measures::Mitigating reduced annual flow and low flow measures]]
 
|-
 
|-
−
|[[Suitable measures::Migration barrier removal]]
+
|colspan="2"|[[Suitable measures::Mitigating reduced flood peaks, magnitudes, and frequency]]
 
|-
 
|-
−
|[[Suitable measures::Operational measures (turbine operations, spillway passage) ]]
+
|colspan="2"|[[Suitable measures::Nature-like fishways]]
 
|-
 
|-
−
|[[Suitable measures::Skimming walls (fixed or floating)]]
+
|colspan="2"|[[Suitable measures::Other types of fine screens]]
 
|-
 
|-
−
|[[Suitable measures::Bypass combined with other solutions]]
+
|colspan="2"|[[Suitable measures::Placement of dead wood and debris]]
 
|-
 
|-
−
|[[Suitable measures::Fish guidance structures with narrow and wide bar spacing]]
+
|colspan="2"|[[Suitable measures::Placement of spawning gravel in the river]]
 
|-
 
|-
−
|[[Suitable measures::Bottom-type intakes (Coanda screen, Lepine water intake, etc)]]
+
|colspan="2"|[[Suitable measures::Placement of stones in the river]]
 
|-
 
|-
−
|[[Suitable measures::Other types of fine screens]]
+
|colspan="2"|[[Suitable measures::Removal of weirs]]
 
|-
 
|-
−
|[[Suitable measures::Complete or partial migration barrier removal]]
+
|colspan="2"|[[Suitable measures::Restoration of the riparian zone vegetation]]
 
|-
 
|-
−
|[[Suitable measures::Nature-like fishways]]
+
|colspan="2"|[[Suitable measures::Sediment sluicing]]
 
|-
 
|-
−
|[[Suitable measures::Pool-type fishways]]
+
|colspan="2"|[[Suitable measures::Vertical slot fishways]]
 
|-
 
|-
−
|[[Suitable measures::Baffle fishways]]
+
! 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?
 
|-
 
|-
−
|[[Suitable measures::Fish lifts, screws and locks]]
+
|[[Altheim test case]]||-
 
|-
 
|-
−
! colspan="2" style="text-align: center; background-color:#2cb4da; color:#ffffff;" |Relevant test cases (demonstration purposes only)
+
|[[Altusried test case]]||-
 
|-
 
|-
−
|[[Altheim test case]]
+
|[[Anundsjö test case]]||-
 
|-
 
|-
−
|[[Las Rives test case]]
+
|[[Bannwil test case]]||-
 
|-
 
|-
−
|[[Bragado test case]]
+
|[[Bragado test case]]||Yes
 +
|-
 +
|[[Freudenau test case]]||-
 +
|-
 +
|[[Gotein test case]]||-
 +
|-
 +
|[[Guma and Vadocondes test cases]]||Yes
 +
|-
 +
|[[Günz test case]]||-
 +
|-
 +
|[[Ham test case]]||-
 +
|-
 +
|[[Las Rives test case]]||-
 +
|-
 +
|[[Schiffmühle test case]]||-
 +
|-
 +
|[[Trois Villes test case]]||-
 
|}
 
|}

Latest revision as of 14:28, 26 January 2021

Relevant measures
Bypass combined with other solutions
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
Environmental design of embankments and erosion protection
Migration barrier removal
Mitigating rapid, short-term variations in flow (hydro-peaking operations)
Mitigating reduced annual flow and low flow measures
Mitigating reduced flood peaks, magnitudes, and frequency
Nature-like fishways
Other types of fine screens
Placement of dead wood and debris
Placement of spawning gravel in the river
Placement of stones in the river
Removal of weirs
Restoration of the riparian zone vegetation
Sediment sluicing
Vertical slot fishways
Relevant test cases Applied in test case?
Altheim test case -
Altusried test case -
Anundsjö test case -
Bannwil test case -
Bragado test case Yes
Freudenau test case -
Gotein test case -
Guma and Vadocondes test cases Yes
Günz test case -
Ham test case -
Las Rives test case -
Schiffmühle test case -
Trois Villes test case -
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