Difference between revisions of "Template:Suitable measures for Bedload monitoring system"
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{| class="wikitable" | {| class="wikitable" | ||
− | ! colspan="2" style="text-align: center; background-color:#2cb4da; color:#ffffff;" | | + | ! colspan="2" style="text-align: center; background-color:#2cb4da; color:#ffffff;" |Relevant measures (demonstration purposes only) |
|- | |- | ||
|[[Suitable measures::Mitigating reduced flood peaks, magnitudes, and frequency]] | |[[Suitable measures::Mitigating reduced flood peaks, magnitudes, and frequency]] | ||
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|[[Suitable measures::Off-channel reservoir storage]] | |[[Suitable measures::Off-channel reservoir storage]] | ||
+ | |- | ||
+ | ! colspan="2" style="text-align: center; background-color:#2cb4da; color:#ffffff;" |Relevant test cases (demonstration purposes only) | ||
+ | |- | ||
+ | |[[Günz test case]] | ||
+ | |- | ||
+ | |[[Anundsjö test case]] | ||
|} | |} |
Revision as of 08:30, 22 January 2020
Relevant measures (demonstration purposes only) | |
---|---|
Mitigating reduced flood peaks, magnitudes, and frequency | |
Placement of spawning gravel in the river | |
Placement of stones in the river | |
Drawdown reservoir flushing | |
Sediment sluicing | |
By-passing sediments | |
Off-channel reservoir storage | |
Relevant test cases (demonstration purposes only) | |
Günz test case | |
Anundsjö test case |