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| Benchmark | D-FLOW SLIDE | Relative error |
|---|---|---|---|
Marge | 30.000 | 30.000 | 0.00 % |
| Slope [1:xxx] | 15.000 | 15.000 | 0.00 % |
Assessment level | -10.000 | -10.000 | 0.00 % |
Step 11a: Would flow slide lead to damage on levee? | No | No | OK |
| Step 1c: Artificially underwater installed and non-compacted sandy foreshore? | No | No | OK |
Step 1d: Flow slide possible based on criteria "steepest slope aver 5m" ? Average slope over a height of at least 5 m |
No 1:6 |
No 1:6 |
OK 0.00 % |
Step 1e: Flow slide possible based on average geometry only? Total inclination of the channel slope |
Yes 1:6 |
Yes 1:6 |
OK 0.00 % |
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] | 2.92 × 10-7 | 2.92 × 10-7 | 0.00 % |
| Reliability index critical length β | - | 39.999 | - |
| 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 | Warning | Warning | OK |
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