1. Software Introduction
The types of data that the software supports to process include: the original data of digital levels such as Tianbao, Leica, Sokkia, Midlatitude, and Nanfang DL . Software download link : https://pan.baidu.com/s/1TcHKeR9Dv3kbCD9L0CfvTg Extraction code: sqvf.
Software Youku video tutorial:
http://v.youku.com/v_show/id_XMzIxNjA3OTAzNg==.html?spm=a2hzp.8244740.0.0
The software processes level original observation data ***.DAT.GSI and other ** format data according to the existing point elevation and distance, which is a powerful tool for auxiliary monitoring work. The name of this software is: Tianbao Dini03/Lycra DNA03 Raw Data Processing 3.2.3.1.exe , 3.2.3.1 is the version number.
1.1 Main functions
- It can process the original data of Tianbao DINI03 digital level in BFFB, BF, BBFF, aBFFB, aFBBF, aBBFF and other measurement modes, and can process the original data of digital levels such as Lycra, Sokkia, Mid-latitude, and Southern DL;
- Supports processing of multiple intermediate point method (fulcrum) measurement modes;
- Support processing multiple horizontal lines, and set the start time, time interval, error rate, etc.;
- In the toolbox, a tool for converting GSI-8 or GSI-16 data to DAT is provided, and it also supports DAT to convert GSI-8 or GSI-16 data;
- Tools for removing time or adjusting time to temperature are provided in the toolbox;
- Inverse adjustment (station or distance measurement) can restore the original data corresponding to the submitted report;
- Able to convert BFFB, BF, BFBF, BBFF, FBBF, BBFF, BF original data including intermediate points to COSA in1 format data and southern adjustment data, and filter the conversion points according to the set conditions;
- Generate a level book (original record containing intermediate points (pivots));
- Ability to automatically organize templates from raw data;
- Directly adjust the leveling data dat (measurement station or distance measurement method);
- Batch processing, read excel templates, generate DAT data in batches, and transfer GSI data in batches;
- Support processing long-distance (tens of kilometers) leveling data, and can set rest time;
- Support the processing of leveling data of the medium-dimensional leveling instrument (first process Tianbao data, and then use the software's own tools to convert it into medium-dimensional data);
- Support the processing of Sokkia level data processing (first process the Tianbao data, and then use the software's own tools to convert it into Sokkia data);
- Supported formats Convert measurement data in DAT format: BF, BFFB, aBFFB mode to GSI, but do not support aBBFF with intermediate point mode;
- Support fixed instrument height (collimation axis height) to monitor surrounding benchmarks (monitoring modes such as BFFB), that is, the readings of the front sight ruler of a station and the rear sight ruler of the next station are the same.
- Modify file time. Modify the time of the data file generated by processing to the time you want to set.
- DAT2DAT function, this function directly realizes the ability to restore multiple sets of DAT data through one DAT data.
- Support to generate a DAT file of individual measurement segments from multiple measurement segments in the DAT file.
- Support custom front and rear view distance.
- Support the processing of southern digital level data (first process Tianbao data, and then use the software's own tools to convert to southern level data).
- Support batch DAT data to generate data templates, and support to generate DAT data based on batch data templates.
- Support conversion between GSI16 format and GSI8 format.
- Support for generating optical leveling data.
- Process Dini03 to ruler measurement data, version 2.9.1.0 or later.
The software is powerful, please consult the author on QQ: 3339745885 if there is something missing .
1.2 Software Download
https://pan.baidu.com/s/1TcHKeR9Dv3kbCD9L0CfvTg Extraction code: sqvf. Downloading all the content in this link is useful.
64-bit system: Download all content in the "Tianbao Dini03/Leica DNA03 Raw Data Processing Software (x64)" file.
32-bit system: Download all content in the "Tianbao Dini03/Leica DNA03 Raw Data Processing Software (x86)" file.
1.3 Software installation
System requirements: windows xp/win7/win8/win10, does not depend on office software.
Take the 64-bit system installation as an example:
- Open the " Tianbao Dini03 Leica DNA03 Raw Data Processing Software (x64) " folder, find vcredist_x64.exe , after installation you can open the software Tianbao Dini03 Leica DNA03 Raw Data Processing 3.2.3.1.exe .
Take 32-bit system or XP system installation as an example:
- Open the " Tianbao Dini03 Leica DNA03 Raw Data Processing Software (x86) " folder, find it, and install vcredist_x86.exe to open the software Tianbao Dini03 Leica DNA03 Raw Data Processing (X86).exe to use.
1.4 Software main interface
The basic parameter settings select the default.
2. Software Instructions
Software cannot generate data out of thin air, and the prerequisite for processing data is the need for data templates. Some data templates already exist in the directory where the software is located, and you can use the built-in templates to learn how to use the software. Then make your own template according to the built-in template and template making instructions.
2.1 Data Template Explanation
Open the: test_data_template.xlsx file in the folder, and modify the point name, distance S, attribute, and elevation information according to the following rules. The elevation of point ZQC01 in the first row is 144.2137, which is the reference elevation point, and its known elevation is 144.2137. The measurement of the last section ends, and it is closed or attached to the elevation point ZQC01 or other points. The two ends of the closed or coincident route are known points, and the rest are to-be-measured points.
For the specific meaning in the template, please see the complete introduction in Section 2.2.
Closed Route Template
Attached Route Template
If you want to fit multiple horizontal routes into one DAT file, you need to add Line to the point name column , so that the generated template can process multiple horizontal routes in the same DAT file. If only one horizontal route is required, there is no need to divide the route by Line . The figure below is the data template in excel.
Multiple leveling route templates
Batch processing templates
Inverted ruler measurement templates
Rest flag settings
2.2 Detailed Explanation of Template Making
Schematic diagram of the horizontal route (including monitoring points and turning points, including intermediate points in the monitoring points)
- In the first column of the template, the point name is input with the actual point name, and the point name of the turning point can be expressed by 1 (the software will automatically recognize the point named 1, and rename it to turn point ZD1, ZD2, ZD3.... "ZD" character The string can be set to any letter or number in the software interface), and the name of the point can also be customized.
- In the second column of the template, the data is the distance between two adjacent points, and the distance is approximately equal to the sum of the front-sight distance and the back-sight distance (the polyline distance, approximate). The software will automatically divide this distance equally as the frontsight distance and the backsight distance. The distance at the starting point ZQC01 is 0 m (or arbitrary, this distance is not used in the software, but it cannot be empty).
- In the third column of the template, the attribute of the ordinary benchmarking point is None, the attribute of the turning point is None, and the attribute of the intermediate point is Z, where Z is the initial letter of Zhong (middle), not a turning point. If you don't know what an intermediate point is, name all the attributes of all points as None.
- In the fourth column of the template, enter the elevation of the monitoring point (5 decimal places). Several turning points (that is, points on the horizontal line) can be interpolated between adjacent monitoring points as required, and the software has the function of automatically inserting turning points. The height difference of each station should not be too large. If it is too large, it is easy to fail to process the data. There are 3 solutions: 1) You can add turning points to transition the elevation; 2) Turn down the minimum reading or increase the maximum reading of the ruler, but it must meet the level requirements; 3) Choose to automatically add turning points in the software interface Function.
- If it is troublesome to make a template, you can directly use the tools in the toolbox to obtain the template file through the raw data (DAT) obtained before, that is, convert the DAT into a template and process the data.
First open the DAT data, and then click the "Generate Data Template" tool in the toolbox.
Automatically generate templates
2.3 Data processing
Use the software to open the test_data_template.xlsx file, and click the processing button to start processing the data.
At present, the software only recognizes templates in excel (xlsx) format, and the processing of other formats will cause errors.
2.4 Introduction to the three processing methods of the middle point method
Intermediate point measurement mode only affects the processing of intermediate points, and has no effect on other points on the horizontal route, that is, it only affects points with attribute Z (attribute Z does not mean turning point, the attribute of turning point is None) , has no effect on points whose attribute is None.
- Mode I: After setting up the instrument, first measure the benchmarking point on the leveling route (such as: point ZQC03-point 1), then measure the intermediate point (such as: ZJD11, ZJD12...), and then move the station. Take the BFFB mode as an example, that is, BFFB-intermediate point;
- Mode II: After setting up the instrument, first measure the intermediate points (such as: ZJD11, ZJD12...), then measure the points on the leveling route (such as: ZQC03-1), and then move the station. That is, the middle point-BFFB, mode II is rare, except for a few measurement teams, others are mode I;
- Mode III: This mode is only valid for BBFF and BF measurement modes. After setting up the instrument, first measure BB (such as: point ZQC03), then measure the middle point (such as: ZJD11, ZJD12...), then measure FF (such as: point 1), and finally move the station. That is, BB-middle point-FF, or B-middle point-F, and then move station.
BB-Midpoint-FF
- The difference between mode I and mode III is to choose according to your own measurement mode. If you don’t know how to choose, just follow mode I.
2.5 Setting the number of error records
This setting determines the proportion of remeasurements in the total number of stations in the data. If there is no special requirement, the default setting is sufficient.
Default setting, can be adjusted
2.6 Time attribute setting
Measuring time: As the name implies, it is the start time of a day's work, the time of each reading, and the time spent in transferring stations. Time stamp (the last digit of the time), fixed for each instrument, may be different for different instruments, 1 is more common.
Rest time: It is more suitable for cross-sky measurement (a dozen or tens of kilometers of horizontal routes). When prompted whether to take a break, you can choose not to take a break or to take a break.
Set parameters such as start time
You can see the actual measurement start time and measurement elapsed time
2.7 Batch processing function (generate DAT or transfer GSI data in batches)
Before opening the template, check "Batch Processing", that is, batch processing, and the generated DAT files are stored in the path where the template is located by default.
"Batch DAT2GSI" has the function of converting multiple DAT files in the same folder into corresponding GSI files in batches.
"Batch processing" has the function of converting multiple DAT files in the same folder into handbooks in batches.
The settings here are based on your own needs. If you don’t understand, just set the default settings.
2.8 Template check (automatically add turning points)
When the height difference between adjacent points is greater than the "height difference between adjacent points", the software will automatically add the transition point elevation to the adjacent points with a large height difference;
when the distance is greater than the "distance between two points", the distance will be divided into Approximate threshold distance. Automatically add turning points and ensure that the processed data is an even number of stations;
automatically adding turning points requires the "Add turning points" check box to be selected.
"Sight distance floating" is selected by default, and it will automatically adjust the sight distance in the software opening template. If not checked, the software will generate front and rear sight distances strictly according to the distance in the template, that is, the sum of the front and rear sight distances is equal to the distance in the template.
2.9 Inverse adjustment function
The inverse adjustment function can make the original data processed by the software consistent with the adjusted elevation data and the elevation data in the template. By default, the software does not use reverse adjustment. If you need this function, you need to check this option. Inverse adjustment is divided into adjustment by station and adjustment by distance, and you need to choose according to your own adjustment method.
Operation: Check the inverse adjustment before processing the data, press "Station" or "Distance" to set the weight, and set the weight of the intermediate point (default is enough). (When setting the weight of the middle point, no middle point can be ignored, this only works for the middle point, and the template software without the middle point will ignore the weight parameter of the middle point).
Station weighting: the middle point weighting method is -1.
Distance measurement and fixed weight:
(1) If the original data of Dini03 instrument adjustment is used, please select distance measurement and fixed weight for inverse adjustment. If it is BF or BBFF mode, use weight 0, and select -1 for the middle point weight of other modes.
(2) If software adjustment is used, select weight 1 for inverse adjustment.
2.10 Level gauge reading tolerance setting
The software will automatically set according to the level level, but the user can also set the relevant parameters by himself.
"Height of line of sight when reading" can be roughly set, and the software will adjust the height up or down on this basis (adjusting the height of the instrument in the actual measurement) to process the data.
"Foot length selection", the default is 2m feet, you can set 3m feet.
2.11 Line-of-sight tolerance setting
That is, the maximum tolerance of front and rear sight distance, the tolerance of sight distance difference and the total tolerance of sight distance difference during leveling measurement.
"Line of sight" and "Line of sight" check boxes are used for creep measurement.
Creep measurement effect, when the instrument is not moving, measure multiple benchmarks. The forward sight distance and height of the previous station are equal to the rear sight distance and height of the next station.
2.12 Sight distance floating and multi-scale reading mutual difference settings
Set the front and rear sight distance range (this setting will be limited by the sight distance tolerance), scale surface reading, minimum sight distance, and middle point sight distance float.
The effect of the setting on the data.
2.13 Set file creation time, last modification time, last review time
This dialog box will appear when saving to set the time attribute of a single file. Automatic time modification when batch processing data.
Effect
2.14 Processing results of Dini03 to ruler measurement
Versions after 2.9.1.0 are supported. The attribute setting bit letter "D" in the template
3 Toolbox Function Introduction
3.1 DAT to DAT
This function can convert the existing DAT data into a new DAT. When using this function, the elevation change of the turning point is also small. It is recommended to modify the elevation of the turning point in the parent DAT file. After changing 5 or 6 cm, it is more appropriate to generate a new DAT.
3.2 DAT2GSI
Convert DAT files to Leica's GSI format
Set the format of the generated GSI according to your own GSI data.
3.3 DAT to Sokkia
Convert DAT files to Sokkia CS1 format
3.4 GSI to DAT, GSI16 to GSI8, GSI8 to GSI16
GSI8 data
GSI16 data
3.5 Remove the observation time and change the observation time to °
removal time
The time is changed to degrees
3.6 It is easy to carry out adjustment for Zhuan Kesha or Nanfang adjustment
in1 file
Adjustment Easy Adjustment File
3.7 Generate a level book
Operation: Open the DAT file, and click the tool "Transfer level handbook" in the toolbox to generate an excel version of the handbook.
3.8 Data adjustment
Operation: Open the DAT file, and click the "Segment Adjustment" tool in the toolbox to generate the final result of the adjustment.
Note: This function is a forward adjustment relative to the reverse adjustment. After selecting the weighting method, select the adjustment tool in the toolbox.
Adjustment result
3.9 DAT to Southern Adjustment and Mid-latitude
Southern standard
mid-latitude level
##4. Precautions
4.1 Solutions when warnings occur during processing
When the ruler reading exceeds the limit (multiple times at the same station), there are two solutions: 1) adjust the data template, and add the excessive elevation of the turning point at this station; 2) observe the warning message, if it is the reading of the front ruler and the rear ruler Acceptable (no negative number or greater than the maximum reading of the ruler), you can choose to skip it at this time.
4.2 The reading of the ruler at the middle point exceeds the limit
Due to the middle point method measurement, it relies on the reading of the foresight ruler at the current station (or the reading of the foresight ruler at the previous station) to calculate the Rz value to obtain the elevation of the middle point. Therefore, when there is an overrun (negative number or exceeding the maximum reading of the ruler) during the processing of the intermediate point, all must be reprocessed (or selectively ignored).
There are two solutions:
1) Increase the transfer elevation of the turning point before and after the intermediate point; 2) Put the elevations of the intermediate points in a group. If the height difference is large, it will cause some intermediate points to be processed properly, and some will exceed the limit.
Template making essentials including intermediate points
##5. Service Support and Frequently Asked Questions
5.1 Reasons for the inexplicable disappearance of the software
Keep the genuine software and registration code safe, because the software may be accidentally deleted by antivirus software (360), and the software can be retrieved from the antivirus software.
Retrieve software in quarantined files, similar to other antivirus software.