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Step 3 4 on geometry only?No

 

Benchmark

D-FLOW SLIDE

Relative error

Step 1a:

Would flow slide lead to damage on levee?

Marge [m]

Marge

35

35

0.00 %

Slope [1:xxx]

1515 0.00 %

Assessment level [m + NAP]

 

Yes

25.352

15.000Assessment level

-10.775

 

Yes

25.352

15.000

-10.775

 

OK

0.00 %

Step 1: Is liquefaction damaging on basis of geometry?

Yes

Yes

OK

00 %

0.00 %

0.00 %

Step 1c: Artificially underwater installed and non-compacted sandy foreshore?NoNoOK

Step

1d:

Flow slide possible based

YesYesOK
Step 5: Is liquefaction possible based on state parameter?NoNo OK 
Step 6: Layers present with a thickness of minimal 5m, in which D50<200 μm or D15<100 μm ?NoNoOK 

on criteria "steepest slope aver 5m" ?

Average slope over a height of at least 5 m [1:xxx]

 

No

7.099

 

No

7.100

 

OK

0.01 %

Step 1e:

Flow slide possible based on average geometry only?

Total inclination of the channel slope [1:xxx]

Is breaching possible?

 

No

7.100

No

 

No

7.100

No

 

OK

0.00 %

Step 7: Is breaching possible?No

OK

Result of the Global check

Pass

Pass

OK

Fictive channel depth Hr [m]2125.5718742125.5718740.00 %
Fictive slope cotan αr10.56.6416.6410.00 % 
Max. allowable retrogression length Lallowable [m]606010.50.00 %
Probability of preventing a liquefaction P(ZV) [/km/year] 32.09 65 × 10-3732.09 65 × 10-370.00 %
Reliability index β3.749-30.7490.00 % 974-
P(L > Lallowable)81.86 65 × 10-5181.88 65 × 10-510.23 00 %
Probability of flood damage by liquefaction P(falen|ZV) [/year]24.74 38 × 10-78 24.75 38 × 10-780.36 00 %
Allowable probability of failure [/year]2.50 × 10-76 2.50 × 10-760.00 %

Result of the Detailed check 

FailPassFailPassOK 
Overall resultWarningPassWarningPassOK