Executable name    : D:\WTI\bin\Debug\HydraRing\MechanismComputation.exe
Executable version : 16.1.1.6952
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                            Submechanism = Q-variant
         Waterlevel Q-variant    (m+NAP) =    1.00000E+00
         Resistance Q-variant        (-) =    5.00000E+00
         Wave direction              (°) =    3.37159E+02
         Dike normal                 (°) =    0.00000E+00
         Wave angle                  (°) =    2.28411E+01
         Wave angle reduction factor (-) =    9.36760E-01
         Local waterlevel        (m+NAP) =    2.48827E+00
         Wave period                 (s) =    1.20161E+01
         Load Q-variant              (-) =    4.99986E+00
         Limit state function Z1     (-) =   -1.48827E+00
         Limit state function Z2     (-) =    1.40333E-04
         Limit state function Z      (-) =    1.40333E-04