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Channel depth: H = 15 m
Thickness of the sensitive layer: Hvw = 10 25 m
Marge = 2 Hvw + 1.5 (H - Hvw) = 27.5 35 m
Slope of the observation profile: 1:15
Assessment level: Z = -10 m
XSsign = 72.5 85 m
XSzv = 30 m
XSsign > XSzv => Flow slide would not lead to damage on levee
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-10 | xxx | -10 | 0.00xxx |
X-coordinate of the observation point SsignSsign | xxx85xxx | 85xxx | 0.00 | |
X-coordinate of the liquefaction point SZV | xxx30xxx | 30xxx | 0.00 | |
Step 1: Is liquefaction damaging on basis of geometryWould flow slide lead to damage on levee? | No | No |
| |
Result of the Global check | PassedPassPassed | Pass |
|
Results of benchmark 3-1 for case B
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