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Benchmark

D-FLOW SLIDE

Relative error

Marge

35

35

0.00 %

Slope [1:xxx]1515 0.00 00 %

Assessment level

-10

-10

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]21.57121.5710.00 %
Fictive slope cotan αr10.510.50.00 % 
Probability of preventing a liquefaction P(ZV) [/km/year] 1.24 × 10-61.24 × 10-60.00 %
Reliability index β 3.7493.7490.00 % 
P(L > Lallowable)8.86 × 10-58.88 × 10-50.23 %
Probability of flood damage by liquefaction P(falen|ZV) [/year]1.10 × 10-10 1.10 × 10-100.00 %
Allowable probability of failure [/year]2.50 × 10-6 2.50 × 10-60.00 %

Result of the Detailed check 

PassPassOK 
Overall resultPassFailnot OK 

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Benchmark

D-FLOW SLIDE

Relative error

Marge

35

31.514

31.51435

0.00 %

Slope [1:xxx]1515 150.00 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?

YesNoYes

No

OK

Result of the Global check

Fail

Fail

OK

Fictive channel depth Hr [m]2117.5717622117.5717620.00 %
Fictive slope cotan αr10.510.50.00 % 
Probability of preventing a liquefaction P(ZV) [/km/year] 13.24 29 × 10-6713.24 29 × 10-670.00 %
Reliability index β 3.749Not available3.7490.00 %  
P(L > Lallowable)8.86 × 10-5Not available8.88 × 10-50.23 % 
Probability of flood damage by liquefaction P(falen|ZV) [/year]1.10 × 10-10Not available 1.10 × 10-100.00 % 
Allowable probability of failure [/year]2.50 × 10-6 2.50 × 10-60.00 %

Result of the Detailed check 

PassNot availablePassOK -
Overall resultNot availablePassFailnot OK -
 Results of benchmark 3-1 for case D

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