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| Benchmark | D-FLOW SLIDE | Relative error | |
|---|---|---|---|---|
Marge | 35 | 35 | 0.00 % | |
| Slope [1:xxx] | 15 | 15 | 0.00 % | |
Assessment level | -10 | -10 | 0.00 % | |
Step 1: Would flow slide lead to damage on levee? | No | No | OK | |
Result of the Global check | Pass | Pass | OK | |
| Fictive channel depth Hr [m] | 19.087 | 19.087 | 0.00 % | |
| Fictive slope cotan αr [-] | 23.000 | 23.000 | 0.00 % | |
| Max. allowable retrogression length Lallowable [m] | 150 | 150 | 0.00% | |
| Probability of preventing a liquefaction occurence P(ZV) [/km/year] | 9.14 × 10-7 | 9.14 × 10-7 | 0.00 % | |
| Reliability index βcritical length β | 339.749999 | 339.748 999 | 0.03 00 % | |
| Probability P(L > Lallowable) | 8.86 × 10-5 | 0.00 | 0.008.90 × 10-5 | 0.45 00 % |
| Probability of flood damage by liquefaction P(falen|ZV) [/year] | 8.10 × 10-11 | 0.00 | 0.00 8.13 × 10-11 | 0.37 00 % |
| Allowable probability of failure [/year] | 2.50 × 10-6 | 2.50 × 10-6 | 0.00 % | |
Result of the Detailed check | Pass | Pass | OK | |
| Overall result | Pass | Pass | OK |
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