Difference between revisions of "Template:Suitable measures for Bedload monitoring system"
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! 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:: | + | |colspan="2"|[[Suitable measures::By-passing sediments ]] |
| + | |- | ||
| + | |colspan="2"|[[Suitable measures::Cleaning of substrate - ripping, ploughing and flushing]] | ||
| + | |- | ||
| + | |colspan="2"|[[Suitable measures::Complete or partial migration barrier removal]] | ||
|- | |- | ||
| − | |colspan="2"|[[Suitable measures:: | + | |colspan="2"|[[Suitable measures::Construction of a 'river-in-the-river']] |
|- | |- | ||
| − | |colspan="2"|[[Suitable measures:: | + | |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::Mechanical removal of fine sediments (dredging)]] | ||
| + | |- | ||
| + | |colspan="2"|[[Suitable measures::Migration barrier removal]] | ||
|- | |- | ||
|colspan="2"|[[Suitable measures::Minimizing sediment arrival to reservoir]] | |colspan="2"|[[Suitable measures::Minimizing sediment arrival to reservoir]] | ||
| + | |- | ||
| + | |colspan="2"|[[Suitable measures::Mitigating reduced flood peaks, magnitudes, and frequency]] | ||
| + | |- | ||
| + | |colspan="2"|[[Suitable measures::Off-channel reservoir storage]] | ||
|- | |- | ||
|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::Removal of weirs]] | ||
| + | |- | ||
| + | |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 20: | Line 38: | ||
|[[Freudenau test case]]||Yes | |[[Freudenau test case]]||Yes | ||
|- | |- | ||
| − | |[[ | + | |[[Schiffmühle test case]]||Yes |
|} | |} | ||
