Difference between revisions of "Change Log Kalypso 13.12"

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Revision as of 15:54, 30 August 2013

Changes since: Kalypso-12.11.0 Detailed changes (Trac): http://dev.bjoernsen.de/kalypso/report/35

Contents

Kalypso Platform

Items that improve Kalypso in general.

Two new user preferences allow to change the behavior of the mouse wheel in the map:
  • invert the direction of zoom when using the wheel
  • zoom relative to the current mouse position
New mouse wheel preferences for the map.
When activating a project via the welcome page, a popup dialog will be shown that allows to select which scenario will be opened, if the project contains more than once scenario.
Popup dialog for choosing the scenario to open.
A new action in the scenario view allows to jump to the currently active scenario. Useful for workspaces with many projects and scenarios.
Active scenario revealed in scenario tree.

Consumability / Reliability

Items that make it easier for users to get Kalypso, install it on their systems, and configure it for their use.

A new entry in the help menu allows to directly post an error or enhancement to the Kalypso ticket system.
New mouse wheel preferences for the map.

KalypsoHydrology

KalypsoHydrology now supports the new SUDS elements (overlay elements).
All (including new) kind of relations between net elements now also show up in the table overviews of the net. This allows the user to have a quick overview of which elements relate to each other.
Select result data from different scenarios by changing the filter in the wiazrd.

KalypsoWSPM

The SOBEK ASCII Export has been improved in several ways:
  • culverts (except of type 'mouth') get exported as abutment bridges (defined by a width/height cross section table)
  • all exported structures (struct.dat) also get an STFR entry (structure friction) in the friction.dat file
  • when exporting a structure, downstream and upstream sections will be generated at the inlet resp. outlet of the structure. The sections are generated by interpolating the section at the structure with the next upstream/downstream section. The 'normal' profile at the station of the building will not be exported any more.
In the crosssection view it is now possible, to move points of a crosssection/crosssection part.
Coded Tripple Import: There is now an import for tripple profiles with a additional name and code. The name contains the station of the profile (e.g. '03.462_67'). The import can be configured with property files, to assign point codes to the profile or horizons (generic horizons or kalypso horizons).
EWAWI Import: In the ewawi import wizard there is now an option for enabling/disabling projection of the profile points on a idealized line.
  • Enabled: The profile points of a profile are projected on the idealized line drawn between the left and right fix points of the profile.
  • Disabled: The profile points of a profile are recalculated to their original coordinates.

Kalypso1D2D

Kalypso now allows to access result data from outside the current scenario (i.e. the scenario that is currently edited). The following is now possible:
  • to directly add results from arbitrary scenarios or projects to the result map of the current scenario
  • build differences between results of different scenarios (tin data only)
  • open (and compare) longitudinal sections from multiple scenarios
  • use results from other scenarios as restart results
Select result data from different scenarios by changing the filter in the wiazrd.
The description of difference results (i.e. results generated by subtracting two result tins), now contains information about it's sources and the data type..
Difference result with verbose information.
It is now possible to set a user defined name to a difference of result tins.
Set a user defined name to a difference result.
It is now possible to open multiple longitudinal section at once. It is additionally possible to open longitudinal sections originating from scenarios other than the currently active one.
Multiple sections from different scenarios.
The dialog for selecting restart results for a simulation has been reworked. In addition to a simpler user interface, it is now possible to select restart results from arbitrary projects and/or scenarios.
New dialog to select restart results.
Several usability improvements concerning the channel editor:
  • The tooltip showing the z-value of the mesh ('Info Tool') is now always activated, no need to explicitly switch on this tool.
  • A new option allows to force all bank points to the original bank-line. Without the option, it is possible, as before, to move the bank-points away from the bank line by changing the number of bank points.
  • The automatic area adjustment (which keeps the area of the cross section constant) is now optional and can be de-activated.
  • Is is now possible to decide how the cross sections are initially segmented:
    • points are distributed equidistant
    • best points are found via the Douglas-Peucker algorithm

Additionally, several bugs have been fixed as well.

The channel editor now checks if a cross section lies on the boundary of the existing net. If this is the case, the channel editor will derive the cross section from the boundary of the net in order to create a smooth transition between the existing net and the newly created channel.
Left cross section is snapped to existing net.
Freshly created channel.
When editing 2d-elements by moving a node, it is now possible to snap to any other vector theme. The user also has the choice to assign the z value of the snapped geometry to the moved node. More or less any vector theme can be used to snap nodes, such as imported shape files, cross sections, etc.
Snapping to the vertices of a cross section, when moving the node of a 2D-element.
A new export method allows to write the border of the net into a PolygonZ shape file. Node elevations are used as z-values and holes in the net are correctly handled.
Export the border of the net as shape file.

KalypsoRisk

It is now possible to define damage functions using the 'min' operator, which allows to choose the minimum between two damage values. For example the following formula is possible: 
10 min (10*x)
which uses the damage function 10*x up to a maximum of 10.
Using the 'min' operator in a damage function.
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