===================================================================================== Submechanism = Overtopping RTO Local water level = 1.77544 Wave height (Hs) = 0.94689 Wave period (Tm-1,0) = 4.12636 Wave direction (phi) = 347.02844 2% wave runup = 2.20315 Calculated overtopping discharge = 3.92062E-03 ===================================================================================== Submechanism = Overtopping RTO Wind direction = 1 Closing situation = 1 Beta = 0.865341 Pf = 1.93426E-01 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Factor f_b = 0.000000 4.38300E+03 4.75000E+00 Factor f_n = 0.082252 4.38300E+03 2.57509E+00 Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.034534 4.38300E+03 3.93815E-03 Model factor wave height = 0.000000 4.38300E+03 0.00000E+00 Model factor wave period = 0.000000 4.38300E+03 0.00000E+00 Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00 Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00 Exponent of the model factor f shallow = 0.059733 4.38300E+03 9.07595E-01 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02 Water level Hoek van Holland = -0.938257 1.20000E+01 1.58650E+00 Water level IJmuiden = 0.000000 1.20000E+01 1.29902E+00 Water level OS11 = 0.000000 1.20000E+01 1.79945E+00 Water level Vlissingen = 0.000000 1.20000E+01 2.45479E+00 Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01 9.71571E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47175E-03 Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01 1.07036E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20416E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20416E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33795E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00193E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = -0.052950 4.38300E+03 9.98706E-01 Model uncertainty wave period = -0.063452 4.38300E+03 9.66040E-01 ===================================================================================== Submechanism = Overflow Local water level = 3.01641 Z = 2.15815E-06 ===================================================================================== Submechanism = Overflow Wind direction = 1 Closing situation = 1 Beta = 3.196192 Pf = 6.96336E-04 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.002149 4.38300E+03 3.95169E-03 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 2.14994E+00 Water level Hoek van Holland = -0.999603 1.20000E+01 2.85986E+00 Water level IJmuiden = 0.000000 1.20000E+01 2.48607E+00 Water level OS11 = 0.000000 1.20000E+01 3.08721E+00 Water level Vlissingen = 0.000000 1.20000E+01 3.51280E+00 Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.04200E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46903E-03 Uncertainty water level Hoek van Holland = -0.028091 1.20000E+01 1.79566E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.02012E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 2.02012E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.24457E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00323E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01 Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00 ===================================================================================== Status = Fault tree combination 1 Wind direction = 1 Closing situation = 1 Beta = 0.865341 Pf = 1.93426E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.082252 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.034534 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.059733 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.938257 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.052950 4.38300E+03 Model uncertainty wave period = -0.063452 4.38300E+03 ===================================================================================== Status = Mechanisme given wind direction Wind direction = 1 Closing situation = 1 Beta = 0.865341 Pf = 1.93426E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.082252 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.034534 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.059733 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.938257 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.052950 4.38300E+03 Model uncertainty wave period = -0.063452 4.38300E+03 ===================================================================================== Status = Upscaled to dike section given wind direction Wind direction = 1 Beta = 0.865341 Pf = 1.93426E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.082252 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.034534 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.059733 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.938254 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.052967 4.38300E+03 Model uncertainty wave period = -0.063473 4.38300E+03 ===================================================================================== Submechanism = Overtopping RTO Local water level = 1.78846 Wave height (Hs) = 0.81411 Wave period (Tm-1,0) = 3.35327 Wave direction (phi) = 5.18991 2% wave runup = 2.13558 Calculated overtopping discharge = 3.89645E-03 ===================================================================================== Submechanism = Overtopping RTO Wind direction = 2 Closing situation = 1 Beta = 0.686802 Pf = 2.46104E-01 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Factor f_b = 0.000000 4.38300E+03 4.75000E+00 Factor f_n = 0.394541 4.38300E+03 2.50516E+00 Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.089281 4.38300E+03 3.91973E-03 Model factor wave height = 0.000000 4.38300E+03 0.00000E+00 Model factor wave period = 0.000000 4.38300E+03 0.00000E+00 Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00 Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00 Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 1.49606E+00 Water level Hoek van Holland = -0.754673 1.20000E+01 1.53450E+00 Water level IJmuiden = 0.000000 1.20000E+01 1.24092E+00 Water level OS11 = 0.000000 1.20000E+01 1.81845E+00 Water level Vlissingen = 0.000000 1.20000E+01 2.70025E+00 Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01 8.71235E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.85045E-03 Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01 2.07306E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.33219E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 2.33219E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.59132E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00373E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = -0.045405 4.38300E+03 9.95925E-01 Model uncertainty wave period = -0.054418 4.38300E+03 9.64111E-01 ===================================================================================== Submechanism = Overflow Local water level = 3.01640 Z = -1.39413E-07 ===================================================================================== Submechanism = Overflow Wind direction = 2 Closing situation = invalid Beta = 4.983324 Pf = 3.12993E-07 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.003723 4.38300E+03 3.94481E-03 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00 Water level Hoek van Holland = -0.998806 1.20000E+01 2.81834E+00 Water level IJmuiden = 0.000000 1.20000E+01 2.84804E+00 Water level OS11 = 0.000000 1.20000E+01 3.19699E+00 Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00 Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.47137E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.67574E-03 Uncertainty water level Hoek van Holland = -0.048713 1.20000E+01 4.85508E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46197E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46197E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.06885E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00874E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01 Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00 ===================================================================================== Status = Fault tree combination 1 Wind direction = 2 Closing situation = 1 Beta = 0.686802 Pf = 2.46104E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.394541 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.089281 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.754673 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.045405 4.38300E+03 Model uncertainty wave period = -0.054418 4.38300E+03 ===================================================================================== Status = Mechanisme given wind direction Wind direction = 2 Closing situation = 1 Beta = 0.686802 Pf = 2.46104E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.394541 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.089281 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.754673 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.045405 4.38300E+03 Model uncertainty wave period = -0.054418 4.38300E+03 ===================================================================================== Status = Upscaled to dike section given wind direction Wind direction = 2 Beta = 0.686802 Pf = 2.46104E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.394540 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.089281 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.754672 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.045420 4.38300E+03 Model uncertainty wave period = -0.054436 4.38300E+03 ===================================================================================== Submechanism = Overtopping RTO Local water level = 1.79590 Wave height (Hs) = 0.83735 Wave period (Tm-1,0) = 3.44442 Wave direction (phi) = 16.71566 2% wave runup = 2.11016 Calculated overtopping discharge = 3.90414E-03 ===================================================================================== Submechanism = Overtopping RTO Wind direction = 3 Closing situation = 1 Beta = 1.060345 Pf = 1.44494E-01 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Factor f_b = 0.000000 4.38300E+03 4.75000E+00 Factor f_n = 0.378598 4.38300E+03 2.45949E+00 Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.083936 4.38300E+03 3.90358E-03 Model factor wave height = 0.000000 4.38300E+03 0.00000E+00 Model factor wave period = 0.000000 4.38300E+03 0.00000E+00 Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00 Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00 Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 1.49777E+00 Water level Hoek van Holland = -0.802183 1.20000E+01 1.54096E+00 Water level IJmuiden = 0.000000 1.20000E+01 1.24902E+00 Water level OS11 = 0.000000 1.20000E+01 1.82572E+00 Water level Vlissingen = 0.000000 1.20000E+01 2.70478E+00 Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01 8.89953E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.32810E-03 Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01 3.14771E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.54117E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 3.54117E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.93463E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00567E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = -0.044001 4.38300E+03 9.98865E-01 Model uncertainty wave period = -0.052766 4.38300E+03 9.66154E-01 ===================================================================================== Submechanism = Overflow Local water level = 3.01640 Z = -5.39841E-07 ===================================================================================== Submechanism = Overflow Wind direction = 3 Closing situation = 1 Beta = 5.064565 Pf = 2.05011E-07 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.003668 4.38300E+03 3.94480E-03 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00 Water level Hoek van Holland = -0.998841 1.20000E+01 2.81833E+00 Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00 Water level OS11 = 0.000000 1.20000E+01 3.19698E+00 Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00 Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.36021E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68508E-03 Uncertainty water level Hoek van Holland = -0.047999 1.20000E+01 4.86188E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46961E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46961E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07735E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01 Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00 ===================================================================================== Status = Fault tree combination 1 Wind direction = 3 Closing situation = 1 Beta = 1.060345 Pf = 1.44494E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.378598 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.083936 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.802183 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.044001 4.38300E+03 Model uncertainty wave period = -0.052766 4.38300E+03 ===================================================================================== Status = Mechanisme given wind direction Wind direction = 3 Closing situation = 1 Beta = 1.060345 Pf = 1.44494E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.378598 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.083936 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.802183 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.044001 4.38300E+03 Model uncertainty wave period = -0.052766 4.38300E+03 ===================================================================================== Status = Upscaled to dike section given wind direction Wind direction = 3 Beta = 1.060345 Pf = 1.44494E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.378597 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.083936 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.802182 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.044016 4.38300E+03 Model uncertainty wave period = -0.052783 4.38300E+03 ===================================================================================== Submechanism = Overtopping RTO Local water level = 1.81312 Wave height (Hs) = 0.83121 Wave period (Tm-1,0) = 3.37809 Wave direction (phi) = 30.64645 2% wave runup = 2.06256 Calculated overtopping discharge = 3.87486E-03 ===================================================================================== Submechanism = Overtopping RTO Wind direction = 4 Closing situation = 1 Beta = 1.553692 Pf = 6.01289E-02 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Factor f_b = 0.000000 4.38300E+03 4.75000E+00 Factor f_n = 0.323701 4.38300E+03 2.42397E+00 Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.070320 4.38300E+03 3.89180E-03 Model factor wave height = 0.000000 4.38300E+03 0.00000E+00 Model factor wave period = 0.000000 4.38300E+03 0.00000E+00 Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00 Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00 Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 1.50218E+00 Water level Hoek van Holland = -0.730032 1.20000E+01 1.55770E+00 Water level IJmuiden = 0.000000 1.20000E+01 1.26996E+00 Water level OS11 = 0.000000 1.20000E+01 1.84451E+00 Water level Vlissingen = 0.000000 1.20000E+01 2.71645E+00 Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01 8.62246E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.50861E-03 Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01 4.00626E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.50705E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 4.50705E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.00783E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00721E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = -0.091792 4.38300E+03 1.01710E+00 Model uncertainty wave period = -0.044482 4.38300E+03 9.67602E-01 ===================================================================================== Submechanism = Overflow Local water level = 3.01640 Z = -9.57842E-07 ===================================================================================== Submechanism = Overflow Wind direction = 4 Closing situation = 1 Beta = 5.120298 Pf = 1.52797E-07 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.003632 4.38300E+03 3.94479E-03 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00 Water level Hoek van Holland = -0.998864 1.20000E+01 2.81833E+00 Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00 Water level OS11 = 0.000000 1.20000E+01 3.19698E+00 Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00 Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.23568E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69126E-03 Uncertainty water level Hoek van Holland = -0.047520 1.20000E+01 4.86637E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.47467E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 5.47467E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08296E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00876E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01 Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00 ===================================================================================== Status = Fault tree combination 1 Wind direction = 4 Closing situation = 1 Beta = 1.553692 Pf = 6.01289E-02 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.323701 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.070320 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.730032 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.091792 4.38300E+03 Model uncertainty wave period = -0.044482 4.38300E+03 ===================================================================================== Status = Mechanisme given wind direction Wind direction = 4 Closing situation = 1 Beta = 1.553692 Pf = 6.01289E-02 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.323701 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.070320 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.730032 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.091792 4.38300E+03 Model uncertainty wave period = -0.044482 4.38300E+03 ===================================================================================== Status = Upscaled to dike section given wind direction Wind direction = 4 Beta = 1.553692 Pf = 6.01289E-02 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.323700 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.070320 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.730029 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.091823 4.38300E+03 Model uncertainty wave period = -0.044496 4.38300E+03 ===================================================================================== Submechanism = Overtopping RTO Local water level = 1.83409 Wave height (Hs) = 0.84816 Wave period (Tm-1,0) = 3.40651 Wave direction (phi) = 43.22338 2% wave runup = 2.04436 Calculated overtopping discharge = 3.88226E-03 ===================================================================================== Submechanism = Overtopping RTO Wind direction = 5 Closing situation = 1 Beta = 1.566738 Pf = 5.85879E-02 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Factor f_b = 0.000000 4.38300E+03 4.75000E+00 Factor f_n = 0.330569 4.38300E+03 2.41873E+00 Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.071104 4.38300E+03 3.89055E-03 Model factor wave height = 0.000000 4.38300E+03 0.00000E+00 Model factor wave period = 0.000000 4.38300E+03 0.00000E+00 Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00 Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00 Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 1.50775E+00 Water level Hoek van Holland = -0.679877 1.20000E+01 1.57894E+00 Water level IJmuiden = 0.000000 1.20000E+01 1.29655E+00 Water level OS11 = 0.000000 1.20000E+01 1.86833E+00 Water level Vlissingen = 0.000000 1.20000E+01 2.73124E+00 Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01 8.62650E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.89362E-03 Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01 4.28627E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.82205E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 4.82205E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.35784E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00772E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = -0.137743 4.38300E+03 1.03100E+00 Model uncertainty wave period = -0.046840 4.38300E+03 9.68073E-01 ===================================================================================== Submechanism = Overflow Local water level = 3.01640 Z = -4.79174E-07 ===================================================================================== Submechanism = Overflow Wind direction = 5 Closing situation = 1 Beta = 5.054925 Pf = 2.15639E-07 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.003675 4.38300E+03 3.94480E-03 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00 Water level Hoek van Holland = -0.998837 1.20000E+01 2.81833E+00 Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00 Water level OS11 = 0.000000 1.20000E+01 3.19698E+00 Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00 Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.05570E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68399E-03 Uncertainty water level Hoek van Holland = -0.048083 1.20000E+01 4.86109E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46872E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46872E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07636E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01 Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00 ===================================================================================== Status = Fault tree combination 1 Wind direction = 5 Closing situation = 1 Beta = 1.566738 Pf = 5.85879E-02 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.330569 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.071104 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.679877 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.137743 4.38300E+03 Model uncertainty wave period = -0.046840 4.38300E+03 ===================================================================================== Status = Mechanisme given wind direction Wind direction = 5 Closing situation = 1 Beta = 1.566738 Pf = 5.85879E-02 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.330569 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.071104 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.679877 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.137743 4.38300E+03 Model uncertainty wave period = -0.046840 4.38300E+03 ===================================================================================== Status = Upscaled to dike section given wind direction Wind direction = 5 Beta = 1.566738 Pf = 5.85879E-02 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.330567 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.071103 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.679872 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.137788 4.38300E+03 Model uncertainty wave period = -0.046856 4.38300E+03 ===================================================================================== Submechanism = Overtopping RTO Local water level = 1.82685 Wave height (Hs) = 0.81378 Wave period (Tm-1,0) = 4.54201 Wave direction (phi) = 293.33458 2% wave runup = 2.06182 Calculated overtopping discharge = 3.82436E-03 ===================================================================================== Submechanism = Overtopping RTO Wind direction = 6 Closing situation = 1 Beta = 3.340876 Pf = 4.17628E-04 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Factor f_b = 0.000000 4.38300E+03 4.75000E+00 Factor f_n = 0.115748 4.38300E+03 2.46466E+00 Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.068561 4.38300E+03 3.82287E-03 Model factor wave height = 0.000000 4.38300E+03 0.00000E+00 Model factor wave period = 0.000000 4.38300E+03 0.00000E+00 Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00 Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00 Exponent of the model factor f shallow = 0.167111 4.38300E+03 7.86008E-01 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 1.50381E+00 Water level Hoek van Holland = -0.297746 1.20000E+01 1.56391E+00 Water level IJmuiden = 0.000000 1.20000E+01 1.27774E+00 Water level OS11 = 0.000000 1.20000E+01 1.85148E+00 Water level Vlissingen = 0.000000 1.20000E+01 2.72079E+00 Wind speed Hoek van Holland | wl HvH = -0.817406 1.20000E+01 1.55091E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.54080E-02 Uncertainty water level Hoek van Holland = -0.167708 1.20000E+01 1.12058E-02 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.26065E-02 Uncertainty water level OS11 = 0.000000 1.20000E+01 1.26065E-02 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.40073E-02 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.02017E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = -0.379380 4.38300E+03 1.23082E+00 Model uncertainty wave period = -0.158479 4.38300E+03 1.01824E+00 ===================================================================================== Submechanism = Overflow Local water level = 3.01640 Z = -5.27654E-07 ===================================================================================== Submechanism = Overflow Wind direction = 6 Closing situation = 1 Beta = 5.062679 Pf = 2.07050E-07 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.003670 4.38300E+03 3.94480E-03 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00 Water level Hoek van Holland = -0.998840 1.20000E+01 2.81833E+00 Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00 Water level OS11 = 0.000000 1.20000E+01 3.19698E+00 Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00 Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.76399E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68487E-03 Uncertainty water level Hoek van Holland = -0.048015 1.20000E+01 4.86172E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46944E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46944E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07715E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01 Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00 ===================================================================================== Status = Fault tree combination 1 Wind direction = 6 Closing situation = 1 Beta = 3.340743 Pf = 4.17828E-04 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.115724 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.068549 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.167077 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.298374 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.379301 4.38300E+03 Model uncertainty wave period = -0.158446 4.38300E+03 ===================================================================================== Status = Mechanisme given wind direction Wind direction = 6 Closing situation = 1 Beta = 3.340743 Pf = 4.17828E-04 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.115724 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.068549 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.167077 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.298374 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.379301 4.38300E+03 Model uncertainty wave period = -0.158446 4.38300E+03 ===================================================================================== Status = Upscaled to dike section given wind direction Wind direction = 6 Beta = 3.340743 Pf = 4.17828E-04 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.115718 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.068545 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.167068 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.298358 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.379406 4.38300E+03 Model uncertainty wave period = -0.158490 4.38300E+03 ===================================================================================== Submechanism = Overtopping RTO Local water level = 1.82083 Wave height (Hs) = 0.81638 Wave period (Tm-1,0) = 4.55486 Wave direction (phi) = 294.09704 2% wave runup = 2.07488 Calculated overtopping discharge = 3.84413E-03 ===================================================================================== Submechanism = Overtopping RTO Wind direction = 7 Closing situation = 1 Beta = 3.034196 Pf = 1.20596E-03 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Factor f_b = 0.000000 4.38300E+03 4.75000E+00 Factor f_n = 0.121657 4.38300E+03 2.47080E+00 Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.072033 4.38300E+03 3.82886E-03 Model factor wave height = 0.000000 4.38300E+03 0.00000E+00 Model factor wave period = 0.000000 4.38300E+03 0.00000E+00 Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00 Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00 Exponent of the model factor f shallow = 0.175980 4.38300E+03 7.91850E-01 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 1.50233E+00 Water level Hoek van Holland = -0.430187 1.20000E+01 1.55827E+00 Water level IJmuiden = 0.000000 1.20000E+01 1.27068E+00 Water level OS11 = 0.000000 1.20000E+01 1.84515E+00 Water level Vlissingen = 0.000000 1.20000E+01 2.71685E+00 Wind speed Hoek van Holland | wl HvH = -0.764471 1.20000E+01 1.59917E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47358E-02 Uncertainty water level Hoek van Holland = -0.176602 1.20000E+01 1.07169E-02 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20565E-02 Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20565E-02 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33961E-02 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01929E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = -0.347952 4.38300E+03 1.19059E+00 Model uncertainty wave period = -0.165242 4.38300E+03 1.01515E+00 ===================================================================================== Submechanism = Overflow Local water level = 3.01640 Z = -2.06277E-06 ===================================================================================== Submechanism = Overflow Wind direction = 7 Closing situation = 1 Beta = 5.177207 Pf = 1.12826E-07 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.003596 4.38300E+03 3.94478E-03 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00 Water level Hoek van Holland = -0.998886 1.20000E+01 2.81832E+00 Water level IJmuiden = 0.000000 1.20000E+01 2.84802E+00 Water level OS11 = 0.000000 1.20000E+01 3.19697E+00 Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00 Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.85788E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69856E-03 Uncertainty water level Hoek van Holland = -0.047049 1.20000E+01 4.87168E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.48064E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 5.48064E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08960E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00877E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01 Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00 ===================================================================================== Status = Fault tree combination 1 Wind direction = 7 Closing situation = 1 Beta = 3.034174 Pf = 1.20605E-03 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.121651 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.072030 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.175971 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.430286 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.347934 4.38300E+03 Model uncertainty wave period = -0.165234 4.38300E+03 ===================================================================================== Status = Mechanisme given wind direction Wind direction = 7 Closing situation = 1 Beta = 3.034174 Pf = 1.20605E-03 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.121651 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.072030 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.175971 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.430286 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.347934 4.38300E+03 Model uncertainty wave period = -0.165234 4.38300E+03 ===================================================================================== Status = Upscaled to dike section given wind direction Wind direction = 7 Beta = 3.034174 Pf = 1.20605E-03 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.121645 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.072026 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.175962 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.430264 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.348033 4.38300E+03 Model uncertainty wave period = -0.165281 4.38300E+03 ===================================================================================== Submechanism = Overtopping RTO Local water level = 1.82052 Wave height (Hs) = 0.82693 Wave period (Tm-1,0) = 4.55595 Wave direction (phi) = 294.37684 2% wave runup = 2.08594 Calculated overtopping discharge = 3.78977E-03 ===================================================================================== Submechanism = Overtopping RTO Wind direction = 8 Closing situation = 1 Beta = 2.764030 Pf = 2.85468E-03 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Factor f_b = 0.000000 4.38300E+03 4.75000E+00 Factor f_n = 0.117042 4.38300E+03 2.48677E+00 Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.067834 4.38300E+03 3.84664E-03 Model factor wave height = 0.000000 4.38300E+03 0.00000E+00 Model factor wave period = 0.000000 4.38300E+03 0.00000E+00 Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00 Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00 Exponent of the model factor f shallow = 0.162616 4.38300E+03 8.12126E-01 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 1.14930E+00 Water level Hoek van Holland = -0.542792 1.20000E+01 1.58890E+00 Water level IJmuiden = 0.000000 1.20000E+01 1.35955E+00 Water level OS11 = 0.000000 1.20000E+01 1.85539E+00 Water level Vlissingen = 0.000000 1.20000E+01 2.59673E+00 Wind speed Hoek van Holland | wl HvH = -0.682052 1.20000E+01 1.62203E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.26164E-02 Uncertainty water level Hoek van Holland = -0.165981 1.20000E+01 9.17555E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.03225E-02 Uncertainty water level OS11 = 0.000000 1.20000E+01 1.03225E-02 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.14694E-02 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01652E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = -0.379000 4.38300E+03 1.18904E+00 Model uncertainty wave period = -0.155712 4.38300E+03 1.00734E+00 ===================================================================================== Submechanism = Overflow Local water level = 3.01640 Z = 5.92529E-06 ===================================================================================== Submechanism = Overflow Wind direction = 8 Closing situation = 1 Beta = 4.550104 Pf = 2.68359E-06 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.002912 4.38300E+03 3.94794E-03 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 2.08892E+00 Water level Hoek van Holland = -0.999271 1.20000E+01 2.74398E+00 Water level IJmuiden = 0.000000 1.20000E+01 2.73963E+00 Water level OS11 = 0.000000 1.20000E+01 3.24521E+00 Water level Vlissingen = 0.000000 1.20000E+01 3.75199E+00 Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 9.70196E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.76456E-03 Uncertainty water level Hoek van Holland = -0.038078 1.20000E+01 3.46514E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.89828E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 3.89828E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 4.33142E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00624E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01 Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00 ===================================================================================== Status = Fault tree combination 1 Wind direction = 8 Closing situation = 1 Beta = 2.763849 Pf = 2.85625E-03 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.116983 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.067803 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.162534 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.543442 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.378808 4.38300E+03 Model uncertainty wave period = -0.155634 4.38300E+03 ===================================================================================== Status = Mechanisme given wind direction Wind direction = 8 Closing situation = 1 Beta = 2.763849 Pf = 2.85625E-03 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.116983 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.067803 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.162534 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.543442 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.378808 4.38300E+03 Model uncertainty wave period = -0.155634 4.38300E+03 ===================================================================================== Status = Upscaled to dike section given wind direction Wind direction = 8 Beta = 2.763849 Pf = 2.85625E-03 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.116977 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.067799 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.162525 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.543412 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.378913 4.38300E+03 Model uncertainty wave period = -0.155677 4.38300E+03 ===================================================================================== Submechanism = Overtopping RTO Local water level = 1.86796 Wave height (Hs) = 0.88807 Wave period (Tm-1,0) = 4.11624 Wave direction (phi) = 297.36498 2% wave runup = 2.12850 Calculated overtopping discharge = 3.89503E-03 ===================================================================================== Submechanism = Overtopping RTO Wind direction = 9 Closing situation = 1 Beta = 1.138089 Pf = 1.27542E-01 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Factor f_b = 0.000000 4.38300E+03 4.75000E+00 Factor f_n = 0.114875 4.38300E+03 2.55424E+00 Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.034345 4.38300E+03 3.93275E-03 Model factor wave height = 0.000000 4.38300E+03 0.00000E+00 Model factor wave period = 0.000000 4.38300E+03 0.00000E+00 Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00 Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00 Exponent of the model factor f shallow = 0.034442 4.38300E+03 9.10592E-01 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 9.28544E-01 Water level Hoek van Holland = -0.788240 1.20000E+01 1.67455E+00 Water level IJmuiden = 0.000000 1.20000E+01 1.47472E+00 Water level OS11 = 0.000000 1.20000E+01 1.90713E+00 Water level Vlissingen = 0.000000 1.20000E+01 2.54254E+00 Wind speed Hoek van Holland | wl HvH = -0.591583 1.20000E+01 1.26024E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.24909E-03 Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01 1.63571E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.84017E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 1.84017E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.04463E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00294E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = -0.064332 4.38300E+03 1.00391E+00 Model uncertainty wave period = -0.061983 4.38300E+03 9.67760E-01 ===================================================================================== Submechanism = Overflow Local water level = 3.01641 Z = -1.31971E-07 ===================================================================================== Submechanism = Overflow Wind direction = 9 Closing situation = 1 Beta = 3.688781 Pf = 1.12697E-04 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.002704 4.38300E+03 3.94986E-03 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 2.48807E+00 Water level Hoek van Holland = -0.999371 1.20000E+01 2.77086E+00 Water level IJmuiden = 0.000000 1.20000E+01 2.62805E+00 Water level OS11 = 0.000000 1.20000E+01 3.17673E+00 Water level Vlissingen = 0.000000 1.20000E+01 3.73751E+00 Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.39970E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 3.58560E-03 Uncertainty water level Hoek van Holland = -0.035347 1.20000E+01 2.60771E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.93368E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 2.93368E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.25964E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00469E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01 Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00 ===================================================================================== Status = Fault tree combination 1 Wind direction = 9 Closing situation = 1 Beta = 1.138089 Pf = 1.27542E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.114874 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.034345 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.034442 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.788242 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.064332 4.38300E+03 Model uncertainty wave period = -0.061983 4.38300E+03 ===================================================================================== Status = Mechanisme given wind direction Wind direction = 9 Closing situation = 1 Beta = 1.138089 Pf = 1.27542E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.114874 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.034345 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.034442 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.788242 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.064332 4.38300E+03 Model uncertainty wave period = -0.061983 4.38300E+03 ===================================================================================== Status = Upscaled to dike section given wind direction Wind direction = 9 Beta = 1.138089 Pf = 1.27542E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.114874 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.034345 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.034442 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.788240 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.064353 4.38300E+03 Model uncertainty wave period = -0.062003 4.38300E+03 ===================================================================================== Submechanism = Overtopping RTO Local water level = 1.87350 Wave height (Hs) = 0.91641 Wave period (Tm-1,0) = 3.91266 Wave direction (phi) = 303.79414 2% wave runup = 2.14176 Calculated overtopping discharge = 3.94268E-03 ===================================================================================== Submechanism = Overtopping RTO Wind direction = 10 Closing situation = 1 Beta = 0.423345 Pf = 3.36022E-01 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Factor f_b = 0.000000 4.38300E+03 4.75000E+00 Factor f_n = 0.133850 4.38300E+03 2.58017E+00 Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.033919 4.38300E+03 3.94728E-03 Model factor wave height = 0.000000 4.38300E+03 0.00000E+00 Model factor wave period = 0.000000 4.38300E+03 0.00000E+00 Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00 Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00 Exponent of the model factor f shallow = 0.014668 4.38300E+03 9.18510E-01 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 4.60253E-01 Water level Hoek van Holland = -0.895065 1.20000E+01 1.71123E+00 Water level IJmuiden = 0.000000 1.20000E+01 1.47291E+00 Water level OS11 = 0.000000 1.20000E+01 1.90733E+00 Water level Vlissingen = 0.000000 1.20000E+01 2.44343E+00 Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01 1.04130E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 7.80634E-04 Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01 5.67734E-04 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 6.38700E-04 Uncertainty water level OS11 = 0.000000 1.20000E+01 6.38700E-04 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.09667E-04 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00102E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = -0.049468 4.38300E+03 9.93979E-01 Model uncertainty wave period = -0.059149 4.38300E+03 9.62754E-01 ===================================================================================== Submechanism = Overflow Local water level = 3.01642 Z = -1.68317E-07 ===================================================================================== Submechanism = Overflow Wind direction = 10 Closing situation = 1 Beta = 2.875202 Pf = 2.01891E-03 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.002382 4.38300E+03 3.95171E-03 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 2.59773E+00 Water level Hoek van Holland = -0.999512 1.20000E+01 2.80994E+00 Water level IJmuiden = 0.000000 1.20000E+01 2.75687E+00 Water level OS11 = 0.000000 1.20000E+01 3.12912E+00 Water level Vlissingen = 0.000000 1.20000E+01 3.65169E+00 Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.20179E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46198E-03 Uncertainty water level Hoek van Holland = -0.031137 1.20000E+01 1.79053E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.01435E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 2.01435E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.23816E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00322E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01 Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00 ===================================================================================== Status = Fault tree combination 1 Wind direction = 10 Closing situation = 1 Beta = 0.423345 Pf = 3.36022E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.133850 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.033919 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.014668 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.895065 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.049468 4.38300E+03 Model uncertainty wave period = -0.059149 4.38300E+03 ===================================================================================== Status = Mechanisme given wind direction Wind direction = 10 Closing situation = 1 Beta = 0.423345 Pf = 3.36022E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.133850 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.033919 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.014668 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.895065 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.049468 4.38300E+03 Model uncertainty wave period = -0.059149 4.38300E+03 ===================================================================================== Status = Upscaled to dike section given wind direction Wind direction = 10 Beta = 0.423345 Pf = 3.36022E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.133850 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.033919 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.014668 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.895064 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.049484 4.38300E+03 Model uncertainty wave period = -0.059168 4.38300E+03 ===================================================================================== Submechanism = Overtopping RTO Local water level = 1.84968 Wave height (Hs) = 0.89990 Wave period (Tm-1,0) = 3.85986 Wave direction (phi) = 316.97667 2% wave runup = 2.15880 Calculated overtopping discharge = 3.92813E-03 ===================================================================================== Submechanism = Overtopping RTO Wind direction = 11 Closing situation = 1 Beta = 0.508349 Pf = 3.05604E-01 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Factor f_b = 0.000000 4.38300E+03 4.75000E+00 Factor f_n = 0.102311 4.38300E+03 2.58180E+00 Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.026184 4.38300E+03 3.94790E-03 Model factor wave height = 0.000000 4.38300E+03 0.00000E+00 Model factor wave period = 0.000000 4.38300E+03 0.00000E+00 Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00 Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00 Exponent of the model factor f shallow = 0.011401 4.38300E+03 9.18609E-01 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02 Water level Hoek van Holland = -0.820194 1.20000E+01 1.69440E+00 Water level IJmuiden = 0.000000 1.20000E+01 1.44283E+00 Water level OS11 = 0.000000 1.20000E+01 1.90075E+00 Water level Vlissingen = 0.000000 1.20000E+01 2.37303E+00 Wind speed Hoek van Holland | wl HvH = -0.556943 1.20000E+01 9.50504E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.92129E-04 Uncertainty water level Hoek van Holland = -0.049510 1.20000E+01 5.03366E-04 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.66287E-04 Uncertainty water level OS11 = 0.000000 1.20000E+01 5.66287E-04 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.29208E-04 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00091E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = -0.037190 4.38300E+03 9.93592E-01 Model uncertainty wave period = -0.044483 4.38300E+03 9.62487E-01 ===================================================================================== Submechanism = Overflow Local water level = 3.01642 Z = -2.93704E-07 ===================================================================================== Submechanism = Overflow Wind direction = 11 Closing situation = 1 Beta = 2.583271 Pf = 4.89346E-03 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.002084 4.38300E+03 3.95257E-03 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 2.51275E+00 Water level Hoek van Holland = -0.999627 1.20000E+01 2.81389E+00 Water level IJmuiden = 0.000000 1.20000E+01 2.66048E+00 Water level OS11 = 0.000000 1.20000E+01 3.11608E+00 Water level Vlissingen = 0.000000 1.20000E+01 3.65478E+00 Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.97712E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.93458E-03 Uncertainty water level Hoek van Holland = -0.027232 1.20000E+01 1.40697E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.58284E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 1.58284E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.75871E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00253E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01 Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00 ===================================================================================== Status = Fault tree combination 1 Wind direction = 11 Closing situation = 1 Beta = 0.508333 Pf = 3.05610E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.102301 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.026182 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.011400 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.820234 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.037186 4.38300E+03 Model uncertainty wave period = -0.044478 4.38300E+03 ===================================================================================== Status = Mechanisme given wind direction Wind direction = 11 Closing situation = 1 Beta = 0.508333 Pf = 3.05610E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.102301 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.026182 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.011400 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.820234 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.037186 4.38300E+03 Model uncertainty wave period = -0.044478 4.38300E+03 ===================================================================================== Status = Upscaled to dike section given wind direction Wind direction = 11 Beta = 0.508333 Pf = 3.05610E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.102301 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.026182 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.011400 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.820233 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.037198 4.38300E+03 Model uncertainty wave period = -0.044493 4.38300E+03 ===================================================================================== Submechanism = Overtopping RTO Local water level = 1.82002 Wave height (Hs) = 0.90475 Wave period (Tm-1,0) = 3.85894 Wave direction (phi) = 332.60991 2% wave runup = 2.18145 Calculated overtopping discharge = 3.95462E-03 ===================================================================================== Submechanism = Overtopping RTO Wind direction = 12 Closing situation = 1 Beta = 0.596260 Pf = 2.75501E-01 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Factor f_b = 0.000000 4.38300E+03 4.75000E+00 Factor f_n = 0.101589 4.38300E+03 2.57880E+00 Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.028534 4.38300E+03 3.94572E-03 Model factor wave height = 0.000000 4.38300E+03 0.00000E+00 Model factor wave period = 0.000000 4.38300E+03 0.00000E+00 Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00 Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00 Exponent of the model factor f shallow = 0.020555 4.38300E+03 9.17059E-01 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02 Water level Hoek van Holland = -0.958169 1.20000E+01 1.66704E+00 Water level IJmuiden = 0.000000 1.20000E+01 1.36449E+00 Water level OS11 = 0.000000 1.20000E+01 1.86940E+00 Water level Vlissingen = 0.000000 1.20000E+01 2.33591E+00 Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01 9.31529E+00 Uncertainty water level Den Helder = 0.000000 1.20000E+01 8.56496E-04 Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01 6.22906E-04 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 7.00769E-04 Uncertainty water level OS11 = 0.000000 1.20000E+01 7.00769E-04 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.78633E-04 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00112E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = -0.040258 4.38300E+03 9.94561E-01 Model uncertainty wave period = -0.048193 4.38300E+03 9.63161E-01 ===================================================================================== Submechanism = Overflow Local water level = 3.01642 Z = 9.12529E-07 ===================================================================================== Submechanism = Overflow Wind direction = 12 Closing situation = 1 Beta = 2.571084 Pf = 5.06907E-03 Variable Alpha Duration X Dike height = 0.000000 4.38300E+03 3.00000E+00 Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00 Critical overtopping rate = 0.001929 4.38300E+03 3.95282E-03 Wind direction = 0.000000 1.20000E+01 0.00000E+00 Water level Den Helder = 0.000000 1.20000E+01 2.33403E+00 Water level Hoek van Holland = -0.999680 1.20000E+01 2.83573E+00 Water level IJmuiden = 0.000000 1.20000E+01 2.63174E+00 Water level OS11 = 0.000000 1.20000E+01 3.09865E+00 Water level Vlissingen = 0.000000 1.20000E+01 3.59366E+00 Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.87740E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.78218E-03 Uncertainty water level Hoek van Holland = -0.025206 1.20000E+01 1.29613E-03 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.45815E-03 Uncertainty water level OS11 = 0.000000 1.20000E+01 1.45815E-03 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.62016E-03 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00233E+00 Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00 Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01 Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00 ===================================================================================== Status = Fault tree combination 1 Wind direction = 12 Closing situation = 1 Beta = 0.596260 Pf = 2.75501E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.101589 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.028534 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.020555 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.958169 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.040258 4.38300E+03 Model uncertainty wave period = -0.048193 4.38300E+03 ===================================================================================== Status = Mechanisme given wind direction Wind direction = 12 Closing situation = 1 Beta = 0.596260 Pf = 2.75501E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.101589 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.028534 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.020555 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.958169 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.040258 4.38300E+03 Model uncertainty wave period = -0.048193 4.38300E+03 ===================================================================================== Status = Upscaled to dike section given wind direction Wind direction = 12 Beta = 0.596260 Pf = 2.75501E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.101589 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.028534 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.020555 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.958168 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.040272 4.38300E+03 Model uncertainty wave period = -0.048209 4.38300E+03 ===================================================================================== Status = Upscaled to largest block duration Wind direction = 1 Beta = 0.865341 Pf = 1.93426E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.082252 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.034534 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.059733 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.938254 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.052967 4.38300E+03 Model uncertainty wave period = -0.063473 4.38300E+03 ===================================================================================== Status = Upscaled to largest block duration Wind direction = 2 Beta = 0.686802 Pf = 2.46104E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.394540 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.089281 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.754672 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.045420 4.38300E+03 Model uncertainty wave period = -0.054436 4.38300E+03 ===================================================================================== Status = Upscaled to largest block duration Wind direction = 3 Beta = 1.060345 Pf = 1.44494E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.378597 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.083936 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.802182 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.044016 4.38300E+03 Model uncertainty wave period = -0.052783 4.38300E+03 ===================================================================================== Status = Upscaled to largest block duration Wind direction = 4 Beta = 1.553692 Pf = 6.01289E-02 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.323700 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.070320 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.730029 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.091823 4.38300E+03 Model uncertainty wave period = -0.044496 4.38300E+03 ===================================================================================== Status = Upscaled to largest block duration Wind direction = 5 Beta = 1.566738 Pf = 5.85879E-02 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.330567 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.071103 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.679872 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.137788 4.38300E+03 Model uncertainty wave period = -0.046856 4.38300E+03 ===================================================================================== Status = Upscaled to largest block duration Wind direction = 6 Beta = 3.340743 Pf = 4.17828E-04 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.115718 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.068545 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.167068 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.298358 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.379406 4.38300E+03 Model uncertainty wave period = -0.158490 4.38300E+03 ===================================================================================== Status = Upscaled to largest block duration Wind direction = 7 Beta = 3.034174 Pf = 1.20605E-03 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.121645 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.072026 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.175962 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.430264 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.348033 4.38300E+03 Model uncertainty wave period = -0.165281 4.38300E+03 ===================================================================================== Status = Upscaled to largest block duration Wind direction = 8 Beta = 2.763849 Pf = 2.85625E-03 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.116977 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.067799 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.162525 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.543412 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.378913 4.38300E+03 Model uncertainty wave period = -0.155677 4.38300E+03 ===================================================================================== Status = Upscaled to largest block duration Wind direction = 9 Beta = 1.138089 Pf = 1.27542E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.114874 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.034345 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.034442 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.788240 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.064353 4.38300E+03 Model uncertainty wave period = -0.062003 4.38300E+03 ===================================================================================== Status = Upscaled to largest block duration Wind direction = 10 Beta = 0.423345 Pf = 3.36022E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.133850 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.033919 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.014668 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.895064 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.049484 4.38300E+03 Model uncertainty wave period = -0.059168 4.38300E+03 ===================================================================================== Status = Upscaled to largest block duration Wind direction = 11 Beta = 0.508333 Pf = 3.05610E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.102301 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.026182 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.011400 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.820233 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.037198 4.38300E+03 Model uncertainty wave period = -0.044493 4.38300E+03 ===================================================================================== Status = Upscaled to largest block duration Wind direction = 12 Beta = 0.596260 Pf = 2.75501E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.101589 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.028534 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.020555 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.958168 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.040272 4.38300E+03 Model uncertainty wave period = -0.048209 4.38300E+03 ===================================================================================== Status = Dike section and wind direction Wind direction = 1 Beta = 2.412453 Pf = 7.92279E-03 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.082252 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.034534 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.059733 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.938254 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.052967 4.38300E+03 Model uncertainty wave period = -0.063473 4.38300E+03 ===================================================================================== Status = Dike section and wind direction Wind direction = 2 Beta = 2.293134 Pf = 1.09201E-02 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.394540 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.089281 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.754672 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.045420 4.38300E+03 Model uncertainty wave period = -0.054436 4.38300E+03 ===================================================================================== Status = Dike section and wind direction Wind direction = 3 Beta = 2.341979 Pf = 9.59088E-03 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.378597 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.083936 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.802182 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.044016 4.38300E+03 Model uncertainty wave period = -0.052783 4.38300E+03 ===================================================================================== Status = Dike section and wind direction Wind direction = 4 Beta = 2.557880 Pf = 5.26565E-03 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.323700 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.070320 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.730029 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.091823 4.38300E+03 Model uncertainty wave period = -0.044496 4.38300E+03 ===================================================================================== Status = Dike section and wind direction Wind direction = 5 Beta = 2.682301 Pf = 3.65593E-03 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.330567 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.071103 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.000000 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.679872 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.137788 4.38300E+03 Model uncertainty wave period = -0.046856 4.38300E+03 ===================================================================================== Status = Dike section and wind direction Wind direction = 6 Beta = 4.035950 Pf = 2.72043E-05 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.115718 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.068545 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.167068 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.298358 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.379406 4.38300E+03 Model uncertainty wave period = -0.158490 4.38300E+03 ===================================================================================== Status = Dike section and wind direction Wind direction = 7 Beta = 3.627260 Pf = 1.43257E-04 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.121645 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.072026 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.175962 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.430264 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.348033 4.38300E+03 Model uncertainty wave period = -0.165281 4.38300E+03 ===================================================================================== Status = Dike section and wind direction Wind direction = 8 Beta = 3.308606 Pf = 4.68866E-04 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.116977 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.067799 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.162525 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.543412 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.378913 4.38300E+03 Model uncertainty wave period = -0.155677 4.38300E+03 ===================================================================================== Status = Dike section and wind direction Wind direction = 9 Beta = 2.088889 Pf = 1.83588E-02 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.114874 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.034345 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.034442 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.788240 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.064353 4.38300E+03 Model uncertainty wave period = -0.062003 4.38300E+03 ===================================================================================== Status = Dike section and wind direction Wind direction = 10 Beta = 1.836094 Pf = 3.31718E-02 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.133850 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.033919 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.014668 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.895064 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.049484 4.38300E+03 Model uncertainty wave period = -0.059168 4.38300E+03 ===================================================================================== Status = Dike section and wind direction Wind direction = 11 Beta = 2.024825 Pf = 2.14426E-02 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.102301 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.026182 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.011400 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.820233 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.037198 4.38300E+03 Model uncertainty wave period = -0.044493 4.38300E+03 ===================================================================================== Status = Dike section and wind direction Wind direction = 12 Beta = 2.217045 Pf = 1.33100E-02 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.101589 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.028534 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.020555 4.38300E+03 Wind direction = 0.000000 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.958168 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.040272 4.38300E+03 Model uncertainty wave period = -0.048209 4.38300E+03 ===================================================================================== Status = Combined over wind directions Governing wind direction = 10 Beta = 1.198284 Pf = 1.15403E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.297846 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.072047 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.021864 4.38300E+03 Wind direction = -0.787127 1.20000E+01 Water level Den Helder = 0.000000 1.20000E+01 Water level Hoek van Holland = -0.456385 1.20000E+01 Water level IJmuiden = 0.000000 1.20000E+01 Water level OS11 = 0.000000 1.20000E+01 Water level Vlissingen = 0.000000 1.20000E+01 Wind speed Hoek van Holland | wl HvH = -0.249574 1.20000E+01 Uncertainty water level Den Helder = 0.000000 1.20000E+01 Uncertainty water level Hoek van Holland = -0.051559 1.20000E+01 Uncertainty water level IJmuiden = 0.000000 1.20000E+01 Uncertainty water level OS11 = 0.000000 1.20000E+01 Uncertainty water level Vlissingen = 0.000000 1.20000E+01 Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.081344 4.38300E+03 Model uncertainty wave period = -0.078741 4.38300E+03 ===================================================================================== Status = Final result for calculation period Beta = -3.653380 Pf = 9.99871E-01 Variable Alpha Duration Dike height = 0.000000 4.38300E+03 Model factor critical overtopping = 0.000000 4.38300E+03 Factor f_b = 0.000000 4.38300E+03 Factor f_n = 0.751646 4.38300E+03 Model factor overtopping = 0.000000 4.38300E+03 Critical overtopping rate = 0.181819 4.38300E+03 Model factor wave height = 0.000000 4.38300E+03 Model factor wave period = 0.000000 4.38300E+03 Model error local waterlevel = 0.000000 4.38300E+03 Model factor 2% wave runup = 0.000000 4.38300E+03 Exponent of the model factor f shallow = 0.055176 4.38300E+03 Wind direction = -0.469247 4.38300E+03 Water level Den Helder = 0.000000 4.38300E+03 Water level Hoek van Holland = -0.272075 4.38300E+03 Water level IJmuiden = 0.000000 4.38300E+03 Water level OS11 = 0.000000 4.38300E+03 Water level Vlissingen = 0.000000 4.38300E+03 Wind speed Hoek van Holland | wl HvH = -0.148784 4.38300E+03 Uncertainty water level Den Helder = 0.000000 4.38300E+03 Uncertainty water level Hoek van Holland = -0.030737 4.38300E+03 Uncertainty water level IJmuiden = 0.000000 4.38300E+03 Uncertainty water level OS11 = 0.000000 4.38300E+03 Uncertainty water level Vlissingen = 0.000000 4.38300E+03 Uncertainty wind speed Hoek van Holland = 0.000000 4.38300E+03 Model uncertainty local water level = 0.000000 4.38300E+03 Model uncertainty wave height = -0.205281 4.38300E+03 Model uncertainty wave period = -0.198711 4.38300E+03 ===================================================================================== Elapsed time = 1.772000 seconds