Difference between revisions of "Template:Suitable measures for Bedload monitoring system"
Jump to navigation
Jump to search
(Importing MTD properties) |
(Importing MTD properties) |
||
(9 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 | ||
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::By-passing sediments ]] |
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::Cleaning of substrate - ripping, ploughing and flushing]] |
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::Complete or partial migration barrier removal]] |
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::Construction of a 'river-in-the-river']] |
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::Drawdown reservoir flushing]] |
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::Environmental design of embankments and erosion protection ]] |
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::Mechanical removal of fine sediments (dredging)]] |
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::Migration barrier removal]] |
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::Minimizing sediment arrival to reservoir]] |
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::Mitigating reduced flood peaks, magnitudes, and frequency]] |
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::Off-channel reservoir storage]] |
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::Placement of spawning gravel in the river]] |
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::Placement of stones in the river]] |
|- | |- | ||
− | |[[Suitable measures :: | + | |colspan="2"|[[Suitable measures::Removal of weirs]] |
|- | |- | ||
− | |[[Suitable measures :: | + | |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? |
|- | |- | ||
− | |[[ | + | |[[Altusried test case]]||- |
|- | |- | ||
− | |[[ | + | |[[Freudenau test case]]||Yes |
|- | |- | ||
− | + | |[[Schiffmühle test case]]||Yes | |
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |||
− | |[[Schiffmühle test case]] | ||
− | | | ||
− | | | ||
|} | |} |