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| Benchmark | D-FLOW SLIDE | Relative error |
|---|---|---|---|
Marge | 35.000 | 35.000 | 0.00 % |
| Slope [1:xxx] | 15.000 | 15 15.000 | 0.00 % |
Assessment level | -10.000 | -10.000 | 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] | 150.000 | 150.000 | 0.00% |
| Probability of occurence P(ZV) [/km/year] | 9.14 × 10-7 | 9.14 × 10-7 | 0.00 % |
| Reliability index critical length β | 39.999- | 39.999 0.00 % | - |
| Probability P(L > Lallowable) | 0.00 | 0.00 | 0.00 % |
| Probability of flood damage by liquefaction P(falen|ZV) [/year] | 0.00 | 0.00 | 0.00 % |
| 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 |
...
| Benchmark | D-FLOW SLIDE | Relative error |
|---|---|---|---|
Marge | 35.000 | 35.000 | 0.00 % |
| Slope [1:xxx] | 15.000 | 15 15.000 | 0.00 % |
Assessment level | -10.000 | -10.000 | 0.00 % |
Step 1: Is liquefaction damaging on basis of geometry? | Yes | Yes | OK |
Step 3: Artificially underwater installed and non-compacted sandy foreshore? | Yes | Yes | OK |
Result of the Global check | Fail | Fail | OK |
| Fictive channel depth Hr [m] | 21.571 | 21.571 | 0.00 % |
| Fictive slope cotan αr | 10.5 | 10.5 | 0.00 % |
| Max. allowable retrogression length Lallowable [m] | 60 | 60 | 0.00 % |
| Probability of preventing a liquefaction P(ZV) [/km/year] | 1.24 × 10-6 | 1.24 × 10-6 | 0.00 % |
| Reliability index β | 3.749-3 | 1.7490712253127713 | -.00 % |
| P(L > Lallowable) | 84.86 34 × 10-528 | 4.88 34 × 10-52 | 0.23 % |
| Probability of flood damage by liquefaction P(falen|ZV) [/year] | 15.10 38 × 10-108 1 | 5.10 38 × 10-108 | 0.00 % |
| 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 | PassFail | Fail | not OK OK |
Results of benchmark 3-1 for case C
| Benchmark | D-FLOW SLIDE | Relative error |
|---|---|---|---|
Marge | 31.514 | 31.514 | 0.00 % |
| Slope [1:xxx] | 15.000 | 15.000 | 0.00 % |
Assessment level | -10.775 | -10.775 | 0.00 % |
Step 1: Is liquefaction damaging on basis of geometry? | Yes | Yes | OK |
Step 3: Artificially underwater installed and non-compacted sandy foreshore? | No | No | OK |
| Step 4: Flow slide possible based on geometry only? | No | No | OK |
Result of the Global check | Pass | Pass | OK |
| Fictive channel depth Hr [m] | 17.762 | 17.762 | 0.00 % |
| Fictive slope cotan αr | 10.5 | 10.5 | 0.00 % |
| Probability of preventing a liquefaction P(ZV) [/km/year] | 3.29 × 10-7 | 3.29 × 10-7 | 0.00 % |
| Reliability index β | Not available | 3.749 | |
| P(L > Lallowable) | Not available | 8.88 × 10-5 | |
| Probability of flood damage by liquefaction P(falen|ZV) [/year] | Not available | 1.10 × 10-10 | |
| Allowable probability of failure [/year] | 2.50 × 10-6 | 2.50 × 10-6 | 0.00 % |
Result of the Detailed check | Not available | Pass | - |
| Overall result | Not available | Pass | - |
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