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    • for the distribution of the stochastic parameters of the Detailed check (LogNormal instead of Deterministic/Normal)
    • for the channel slope which is 1:6.6 instead of 1:6.
    • for the state parameter which is equal to -0.06 instead of -0.03
    • for the grain diameters:
      • for Calais sand : D50 = 230 μm  (instead of 180) and D15 = 130 μm (unchanged)
      • for Compacted sand : D50 = 210 μm (instead of 160) and D15 = 110 μm (unchanged)
    • for the Detailed check, the required probability of failure is 1 per 40000 years instead of 1 per 4000 years and the migration velocity is 0.5m/year instead of 10 mm /year.

...

 

Benchmark

D-FLOW SLIDE

Relative error

Step 1a:

Would flow slide lead to damage on levee?

Marge [m]

Slope [1:xxx]

Assessment level [m + NAP]

 

Yes

2527.352280

15.000

-10.775453

 

Yes

2527.352280

15.000

-10.775453

 

OK

0.00 %

0.00 %

0.00 %

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

Step 1d:

Flow slide possible based on criteria "steepest slope aver 5m" ?

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

 

No

76.099596

 

No

76.100596

 

OK

0.01 02 %

Step 1e:

Flow slide possible based on average geometry only?

Total inclination of the channel slope [1:xxx]

Is breaching possible?

 

No

76.100600

No

 

No

76.100600

No

 

OK

0.00 %

OK

Result of the Global check

Pass

Pass

OK

Fictive channel depth Hr [m]2519.8740382519.8740380.00 %
Fictive slope cotan αr610.641500610.6415000.00 % 
Max. allowable retrogression length Lallowable [m]60600.00 %
Probability of preventing a liquefaction P(ZV) [/km/year] 64.66 64 × 10-464.66 64 × 10-40.00 %
Reliability index β-01.974285-
P(L > Lallowable)19.65 95 × 10-1219.65 95 × 10-120.00 %
Probability of flood damage by liquefaction P(falen|ZV) [/year]14.10 62 × 10-541.10 62 × 10-450.00 %
Allowable probability of failure [/year]2.50 × 10-7 2.50 × 10-70.00 %

Result of the Detailed check 

FailFailOK 
Overall result

Warning

Warning

OK 

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