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XSsign > XSzv => Flow slide would not lead to damage on levee
Case B:
Step 1: Same results as benchmark 1-1.
Step 3: the foreland is artificial.
D-Flow Slide results
D-FLOW SLIDE results are in accordance with the results by hand as show in the tables below.
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| Benchmark | D-FLOW SLIDE | Relative error |
|---|---|---|---|
Marge | xxx35xxx | 35xxx | 0.00 |
Assessment level | xxx | xxxxxx | 0.00 |
X-coordinate of the observation point Ssign | xxx | xxxxxx | 0.00 |
X-coordinate of the liquefaction point SZV | xxx | xxxxxx | 0.00 |
Step 1: Is liquefaction damaging on basis of geometry? | Yes | Yes |
|
Step 23: Artificially underwater installed and non-compacted sandy foreshore? | NoYes | No |
|
Step 4: Is liquefaction possible on the basis of the geometry? | No | No |
|
Yes | OK | ||
Result of the Global check | PassedFailPassed | Fail |
|
Results of benchmark 3-1 for case C
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