The calculation settings are all the settings that are coupled to the request by the operator to make a tidal window calculation: the safety criterion, the speed regime and the optionally use of manual entered prediction overrides, channel bottom elevations and delayed departure time.
Different calculations for the same request
To make a calculation the operator selects a series of settings that are to be used during the calculation. With these settings he can make different advices for the same request. Typically several calculations are made and then a choice is made which outcome is most suited for the voyage. All the different options are listed below.Safety criterion: Calculation setting
The safety criterion is determined by the selection of a Calculation setting. This setting is not just a single figure, but determines the type of calculation, the precision, cut off values, et cetera, for each part of the voyage. The following list of properties are set:| Time location granularity | The initial step size in the time location diagram. This step size is used in the root finding algorithm to find the times that a safe situation changes to not safe or vice versa. |
| Time location precision | The final precision roots are sought within the granularity. |
| Preferred route width | The first possible route with the preferred width is found. If none is possible the width will iteratively be reduced by 50% (with a minimum of the time location granularity) until a route is possible or no route is found at all. |
| Number of draws per time location point | To determine the safety of a time / location the monte carlo simulation varies in water level, wave height, swell height and water speed/direction. This setting determines the number of iterations in the simulation. |
| Reliability | The simulation results in a distribution of UKC / bottom touch probability. Assuming a normal distribution, the reliability determines which cut off value is used to decide if a time / location is safe. |
| Number of wave spectra to select | In the vertical motion analysis each combination of Hm0/He10 values is analyzed by selecting this number of wave spectra. |
| Wave direction mean | A profile of vertical motions is built by varying the wave impact direction. The range of variation is determined by a normal distribution around a mean direction. |
| Wave direction standard deviation | The standard deviation used in varying the wave impact direction. |
| Number wave direction iterations | The number of iterations the wave wave impact direction is varied. |
| Wave direction spread | The spread variable of the wave direction passed to OCTOPUS. A spread of 8 is typical for swell. |
| Damp current factor inside harbor | It is assumed that the current is less inside the harbor then in the open sea. This factor determines the amount the current should be damped inside the harbor. With a value of 1 (or 100%) the current is damped in full. |
| Damp waves factor inside harbor | It is assumed that the wave and swell height is less inside the harbor then in the open sea. This factor determines the amount the waves should be damped inside the harbor. With a value of 1 (or 100%) the waves are damped in full. |
| Kilometer position to start damping | Depending on the harbor layout this position determines at which kilometer position the damping (current and waves) should start. Al positions with a kilometer position smaller than this figure will have less current and waves. |
| Cut off steps | A list of safety cut off values per kilometer and draft interval. For each interval the following cut off values are given:
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| Cross current exclusions | A list of cross current exclusions per draft interval. |
