JAG3Dv20241011

UTF8.

To avoid confusion and conflicts when dot names contain non-printable Unicode characters, non-printable characters are removed during file import,
To avoid confusion and conflicts when point names contain non-printable characters, these characters are removed during file import.

WARNING!: javafx and openjdk components get in JAD3Dv$(VERSION)-$(OS)-$(component).zip. Build: unzip base + base-libs + components.

JAG3Dv20240630

• Option added to set the visibility of the a-priori or a-posteriori layers in layer-manager
• Correction of the selection behavior when multiple rows are selected in table and these items are activated/deactivated
• Number verification method corrected
• SQL statement corrected in report generator (e.g. HTML report)
• Reorganization of export procedure of adjustment results (coordinates and dispersion matrix)
• MATLAB support added
• Some phrases corrected in i18n files

WARNING!: javafx and openjdk components get in JAD3Dv$(VERSION)-$(OS)-$(component).zip. Build: unzip base + base-libs + components.

JAG3Dv20240320

Changes:

• SQL statement for sign analysis plot corrected as reported by Frederik
• Center of mass reduction for SVG plot in report added to avoid floating point overflow as reported by Julian, cf. #7243
• JavaFX updated to version 21
• OpenJDK 21 bundle, provided by azul.com, was included (Windows version only)
• Compliance level increased to Java 17 (required minimum JDK for JavaFX 21)
• Date picker is set editable
• Tooltip text of date picker updated as suggested by Stefan
• Project date is updated by double-clicking in the corresponding text field, cf. #14570
• Fix in estimation of stochastic parameters (redundancy, a-posteriori variances, etc.) in case of an unknown scale parameter in leveling network, as reported by Frederik
• Search and replace dialog as well as height adaption dialog added to table context menu
• Fixing issue while saving project meta-data, if meta-data are incomplete (null pointer exception)
• Missing entries added to i18n files

WARNING!: javafx and openjdk components get in JAD3Dv$(VERSION)-$(OS)-$(component).zip. Build: unzip base + base-libs + components.

JAG3Dv20230904

Changes:

• Rows highlighting corrected for p-value, cf. #14508
• Condition for update check corrected
• Module CoordTrans added to update check
• During GSI import, names of temporary change points in leveling data are generated automatically, if the point name is indicated as zero/empty in the file, cf. #14467 and example below

WARNING!: javafx and openjdk components get in JAD3Dv$(VERSION)-$(OS)-$(component).zip. Build: unzip base + base-libs + components.

See origin in https://github.com/applied-geodesy/jag3d/releases/tag/v20230904

JAG3Dv20230701

Changes:

• Handling of checkbox state of tree item corrected, cf. #14314
• HSQLDB and sqltools libraries updated to version 2.7.
• Procedure to obtain approximation values in case of fixed scales for planar transformation corrected
• Some keys for parameter names in i18n files corrected

WARNING!: javafx and openjdk components get in JAD3Dv$(VERSION)-$(OS)-$(component).zip. Build: unzip base + base-libs + components.

WARNING!: javafx and openjdk components get in https://github.com/Geo-Linux-Calculations/jag3d/releases/tag/v20230904

See origin in https://github.com/applied-geodesy/jag3d/releases/tag/20230701

JAG3Dv20230404

Diagnosis adjustment of planned networks as well as the analysis of existing geodetic networks by means of least-squares adjustment is a principal task in geodetic and metrological sciences such as surveying engineering. The network adjustment yields not only the estimated coordinates and the related fully populated dispersion but also parameters to evaluate the reliability of the network. At the 20thInternational Course on Engineering Surveying, the principles of geodetic network adjustment are recapitulated within the specific tutorial named network analysis. The conference will be held at ETH Zurich from April 11 to 14, 2023. The open source least-squares software package Java·Applied·Geodesy·3D is used to analyse local terrestrial networks, to interpret the adjustment results, and to evaluate network reliability. The principles of Baarda's DIA approach for detection, identification and adaptation of misspecified models are generalized and applied to evaluate network deformations. In complex analysis procedures, the network adjustment is only a cog in the wheel. For that reason, interfaces for data exchange and processing of adjustment results in external applications is addressed. Further information are available at the website of the Course on Engineering Surveying.

JAG3D

• Action listener corrected that handles text input in group properties
• Displayed selection counter decreased by one in group properties
• Selection behavior of tree items improved, i.e., item will be selected when checkbox is clicked in tree menu
• Check if the confidence ellipse is defined to avoid NaN values, cf. #14228
• Freemarker library updated to version 2.3.32 (Please remove obsolete jar file, freemarker-2.3.31.jar, manually when updating)
• Typos corrected in German i18n file
• Minor typos corrected in HTML template

WARNING!: javafx and openjdk components get in JAD3Dv$(VERSION)-$(OS)-$(component).zip. Build: unzip base + base-libs + components.

WARNING!: javafx and openjdk components get in https://github.com/Geo-Linux-Calculations/jag3d/releases/tag/20230701

See origin in https://github.com/applied-geodesy/jag3d/releases/tag/v20230404

JAG3Dv20230316

Diagnosis adjustment of planned networks as well as the analysis of existing geodetic networks by means of least-squares adjustment is a principal task in geodetic and metrological sciences such as surveying engineering. The network adjustment yields not only the estimated coordinates and the related fully populated dispersion but also parameters to evaluate the reliability of the network. At the 20thInternational Course on Engineering Surveying, the principles of geodetic network adjustment are recapitulated within the specific tutorial named network analysis. The conference will be held at ETH Zurich from April 11 to 14, 2023. The open source least-squares software package Java·Applied·Geodesy·3D is used to analyse local terrestrial networks, to interpret the adjustment results, and to evaluate network reliability. The principles of Baarda's DIA approach for detection, identification and adaptation of misspecified models are generalized and applied to evaluate network deformations. In complex analysis procedures, the network adjustment is only a cog in the wheel. For that reason, interfaces for data exchange and processing of adjustment results in external applications is addressed. Further information are available at the website of the Course on Engineering Surveying.

JAG3D

• To get back the original order after sorting a table, the table model was replaced by a SortedList as suggest by the Java-API
• If a table is sorted, new entries are added at the sorted position
• Action listener added, to force saving text field values of group properties (useful when multiple groups are selected)

WARNING!: javafx and openjdk components get in JAD3Dv$(VERSION)-$(OS)-$(component).zip. Build: unzip base + base-libs + components.

WARNING!: javafx and openjdk components get in https://github.com/Geo-Linux-Calculations/jag3d/releases/tag/v20230404

See origin in https://github.com/applied-geodesy/jag3d/releases/tag/v20230316

JAG3Dv20230228

Diagnosis adjustment of planned networks as well as the analysis of existing geodetic networks by means of least-squares adjustment is a principal task in geodetic and metrological sciences such as surveying engineering. The network adjustment yields not only the estimated coordinates and the related fully populated dispersion but also parameters to evaluate the reliability of the network. At the 20thInternational Course on Engineering Surveying, the principles of geodetic network adjustment are recapitulated within the specific tutorial named network analysis. The conference will be held at ETH Zurich from April 11 to 14, 2023. The open source least-squares software package Java·Applied·Geodesy·3D is used to analyse local terrestrial networks, to interpret the adjustment results, and to evaluate network reliability. The principles of Baarda's DIA approach for detection, identification and adaptation of misspecified models are generalized and applied to evaluate network deformations. In complex analysis procedures, the network adjustment is only a cog in the wheel. For that reason, interfaces for data exchange and processing of adjustment results in external applications is addressed. Further information are available at the website of the Course on Engineering Surveying.

JAG3D

• Added redundancy check when determining the quantiles of the variance component estimate
• Added check of selected projection in relation to project terrestrial observations to avoid nonsensical combinations such as UTM and slope distances
• Verification that additional group parameters of selected observation groups are defined identically (separately for activation/deactivation state and numerical value)
• Sign in the functional model of levelling data corrected for instrument and target heights

WARNING!: javafx and openjdk components get in JAD3Dv$(VERSION)-$(OS)-$(component).zip. Build: unzip base + components.

WARNING!: javafx and openjdk components get in https://github.com/Geo-Linux-Calculations/jag3d/releases/tag/v20230316

See origin in https://github.com/applied-geodesy/jag3d/releases/tag/v20230228

JAG3Dv20230204

Diagnosis adjustment of planned networks as well as the analysis of existing geodetic networks by means of least-squares adjustment is a principal task in geodetic and metrological sciences such as surveying engineering. The network adjustment yields not only the estimated coordinates and the related fully populated dispersion but also parameters to evaluate the reliability of the network. At the 20th International Course on Engineering, the principles of geodetic network adjustment are recapitulated within the specific tutorial named network analysis. The conference will be held at ETH Zurich from April 11 to 14, 2023. The open source least-squares software package Java·Applied·Geodesy·3D is used to analyse local terrestrial networks, to interpret the adjustment results, and to evaluate network reliability. The principles of Baarda's DIA approach for detection, identification and adaptation of misspecified models are generalized and applied to evaluate network deformations. In complex analysis procedures, the network adjustment is only a cog in the wheel. For that reason, interfaces for data exchange and processing of adjustment results in external applications is addressed. Further information are available at the website of the Course on Engineering.

JAG3D

• Typos corrected in i18n files
• Number of observations involving point property added to point table, cf. #13274

JUniForm

• Sign option added to product-sum-restriction

WARNING!: javafx and openjdk components get in JAD3Dv$(VERSION)-$(OS)-$(component).zip. Build: unzip base + components.

WARNING!: javafx and openjdk components get in https://github.com/Geo-Linux-Calculations/jag3d/releases/tag/v20230228

See origin in https://github.com/applied-geodesy/jag3d/releases/tag/v20230204

JAG3Dv20230117

Diagnosis adjustment of planned networks as well as the analysis of existing geodetic networks by means of least-squares adjustment is a principal task in geodetic and metrological sciences such as surveying engineering. The network adjustment yields not only the estimated coordinates and the related fully populated dispersion but also parameters to evaluate the reliability of the network. At the 20th International Course on Engineering, the principles of geodetic network adjustment are recapitulated within the specific tutorial named network analysis. The conference will be held at ETH Zurich from April 11 to 14, 2023. The open source least-squares software package Java·Applied·Geodesy·3D is used to analyse local terrestrial networks, to interpret the adjustment results, and to evaluate network reliability. The principles of Baarda's DIA approach for detection, identification and adaptation of misspecified models are generalised and applied to evaluate network deformations. In complex analysis procedures, the network adjustment is only a cog in the wheel. For that reason, interfaces for data exchange and processing of adjustment results in external applications is addressed. Further information are available at the website of the Course on Engineering.

JAG3D

• Residual analysis added (chart and table)
• SVG pie charts are used in HTML report to show distribution of redundancies etc.
• Opacity property of color definition added
• Text background color property added to increase readability of point names in network plot
• Background color property added to plot legend-box
• Import horizontal distance along with directions as default
• Zenith angles and directions reduced to face I during BEO-import
• Curvature and refraction correction applied, if required, to zenith angles during JobXML import
• M5 import corrected in case of missing changeover point names in precise measurement mode Back-Fore-Fore-Back, cf. #11598

WARNING!: javafx and openjdk components get in JAD3Dv$(VERSION)-$(OS)-$(component).zip. Build: unzip base + components.

See origin in https://github.com/applied-geodesy/jag3d/releases/tag/v20230117