Resection recorder data
You can use this function to process resection surveys. You can identify and remove faulty survey observations before you calculate the final resection solution and load the station to a survey database.
Note: You use the Resection Recorder Data form to remove faulty observations. Several other forms are displayed after you click Apply. These forms are also described in this help topic.
Prerequisites:
- a Survey database is open in Surpac
- you have a data recorder file that contains a valid resection code block. For example, you could use an .sdf file that contains a code 42 resection.
To run this function: Choose Survey > Data recorders > Surpac format, load a data recorder file that contains a resection code block, and enter a Location in the New Survey form, or...
- Choose a different command from the Survey > Data recorders menu, load a Surpac format file that contains a code 42 resection, and enter a Location in the New Survey form.
Fields on the Resection Recorder Data form
| Field |
Description |
| Global variance factor |
Global variance factor (GVF) displays a number, which is the F test statistic divided by the redundancy. This GVF test applies to all observations and accuracies in the resection. It tests how well the observations align with the expected variations calculated from the accuracy of the instrument. One of several possible messages are displayed below GVF. The following list shows a recommended action to take for each message.
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 Within acceptable limits.
The accuracies set are appropriate for the observations, and the GVF and the Pope’s Tau tests pass at the confidence level you have chosen. No outliers are found. Check that the Confidence level is appropriate (typically 0.9 or 0.95). If it is, then no action is needed.
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 Accuracy parameters too low.
The observations are unexpectedly accurate. Edit the values on the Accuracies tab to indicate that the measuring equipment was more accurate.
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 Within acceptable limits.
The values in the accuracies tab are appropriate for the observations at the selected Confidence level. You can proceed to examine the Pope’s Tau test values for outliers.
-
 Observations may contain outliers.
Potential outliers are marked in red. The Pope’s Tau test is an iterative data-investigation method. Clear the check box for the observation with the bold red Tau value. Then re-examine the results and remove another observation if needed.
-
 Not enough observation data.
There are not enough observations available to calculate the Global variance factor. This could be because there are not enough observations in the code block, or because you have cleared too many observations. Turn on more observations if possible.
|
| Confidence level |
Typically, you would use a confidence level of 0.95. 0.90 gives the most robust confidence and 0.99 the least robust confidence.
|
| Redundant observations |
The number of observations, beyond the minimum number of mathematically-required observations, that Surpac is using to determine the coordinates of the resected station. |
| Resected station |
| [station id row] |
The station id of the resected station, and its co-ordinates. |
| [Standard deviation row] |
The standard deviation of the adjusted coordinates of the resected station. Independent standard deviation values are given for the Y, X, and Z coordinates. |
| |
| Preferred backsight |
If the resected station is saved in the database, the preferred backsight is saved as the ‘from’ station for the new entry. |
| Resection station height |
The height of the instrument at the resected station. For surveys of underground wall stations, this is generally 0.000. |
| Observations |
Lists the station ids that are used to calculate the position of the resected point. |
| Include |
- Selected: The row of observations is used to calculate the position of the resected point.
- Cleared: The row of observations is not used.
Note: You can also include or exclude individual parts of an observation (Hz Angle, Vert Angle, Slope Dist) by selecting or clearing the check box beside that part.
|
| Station |
The station identification number. |
| Target Height |
The height of the target over the target station. The convention used is that distances measured from the station up to the target are positive, and distances measured from the station down to the target are negative. Therefore, if the station is in the back of an underground drive, the target height is negative. |
| Hz Angle |
Horizontal angle in degrees, minutes and seconds format (DDD.MMSS). |
| Vert Angle |
Vertical angle in degrees, minutes and seconds format (DDD.MMSS). |
| Slope Dist |
Distance along the slope from the target to the instrument. |
| Accuracies |
These settings inform the system how accurate the surveying equipment and environment is. The instrument manufacturer should be able to supply this data. It is important to input appropriate accuracies, because all the testing depends on knowing the expected variance of observations. |
| Instrument type |
The name you want to use for a set of accuracies for an instrument. After you enter the accuracies, you can type a name of your choice so that you can select that Instrument Type later to load those accuracies. |
| Distance standard deviation |
The standard deviation of distance. You should enter this value in the same units as the measured distances (for example metres or feet). |
| Angle standard deviation |
The standard deviation of angle readings from the instrument. You should enter this value in seconds. |
| Instrument height standard deviation |
The standard deviation of measuring the instrument height. If you have a forced centred setup then this can be 0.000. You should enter this value in the same units as the measured distances (for example metres or feet). |
| Target height standard deviation |
The standard deviation of measuring the target height. You should enter this value in the same units as the measured distances (for example, metres or feet). |
| Distance error (ppm) |
The parts per million error of distance readings. Refer to the instrument manufacturer's manual for this information. |
| Instrument centring standard deviation |
The standard deviation of the error incurred by placing the instrument over or under a station mark. If you have a forced centred setup then this can be 0.000. You should enter this value in the same units as the measured distances (for example metres or feet). |
| Target centring standard deviation |
The standard deviation of the error incurred by placing the target over or under a station mark. You should enter this value in the same units as the measured distances (for example metres or feet). |
Fields on the Options for resected station form
| Field |
Description |
| Station |
Read-only. The identification number of the resected station. |
| Insert station into database? |
If you select this option, the station is inserted into the database. The Informational new station form and the Review Surface station co-ordinates form are displayed after you click Apply. |
| Store as surface or underground station? |
Store the new station as a surface or underground station. See here for details of the difference between surface and underground stations. |
| Instrument used |
The instrument (as defined in the station errors table) used for the calculations. This field is selectable if all of the following are true:
- A station errors table exists in the survey database
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Multiple instruments have been defined in the station errors table (that is, there is a choice of instruments).
- The new station has not been created using only one horizontal angle, one vertical angle, and one slope distance observation
|
Fields on the Informational new station order form
| Field |
Description |
| Station |
Read-only. The name of the new station being created. |
| Case |
Read-only. A description which identifies that the station being created is a resection station. |
| Instrument |
Read-only. The instrument value from the station errors table that was chosen for this survey. If this field is empty, the station errors table does not contain multiple instruments. |
| Orders from station errors table |
| parameter |
The standard deviation parameter. |
| num meas |
The number of measurements taken for the parameter. |
| value |
The value of the standard deviation for the parameter. |
| dist |
This field is empty. It is included for future functionality. |
| order |
This is the order value determined from the station errors table for this Instrument, parameter, num meas, value and dist combination. |
| |
| Preliminary order from station errors table |
The lowest ranking order in the list of orders defined in the "Orders from station errors table". The rank of each order is defined in the station errors table. |
| Orders for fixed stations |
| station |
Identification number of the fixed station used to calculate the resected station. |
| order |
The order value of the fixed station. |
| |
| Final new station order |
Read-only. The lowest ranking order out of the resected station and the fixed stations. |
The following form allows you to set the values of the optional fields in the survey_stations table for the new station.
Fields on the Review surface station co-ordinates form
| Field |
Description |
| station_id |
Read-only. The identification number of the resected station. |
| level_area |
The mine level or area to which the station_id belongs. |
| y, x, z |
Read-only. The co-ordinates of the resected station. |
| surveyor |
The name of the person who created the station. |
| survey_date |
The date the station was surveyed, in the format YYYY-MM-DD HH:MM:SS.
The HH:MM:SS time is optional; for example, 2012-10-23 10:20:33 and 2012-10-23. |
| checked_by |
The name of the person who checked the station survey. |
| field_book |
The name of the field book where the station survey observations were recorded. |
| pages |
The pages in the field book where the station survey observations were recorded. |
| survey_method |
A code that is a record of how the station was created. By default, this is set to RESECTION_SF. |
| station_order |
Read-only. This field is used in conjunction with the station errors table, which is an
optional table in the survey database used to set up a QA regime for new stations
entering the survey database.
The values for this field depend on whether the station errors table has been created, and is being used.
- If you are using the station errors table, this field contains an
identifier that represents the order or 'quality' of a station, for example 1st, 2nd or 3rd.
- If you have not created a station errors table this field is empty.
-
If you have created a station errors table, any station that is used as a fixed station (for example, as a backsight station) in the creation of a new station in the database has the value that has been defined in the station errors table.
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Output
A string file is created with the same name, except with the .str file extension. If the survey is a feature survey, and contains any code 10 blocks, the code 10 points are written to the .str file.
If you selected Insert station into database, the station is added to the survey database.
A resection report is created and displayed. The Location, ID number, and Report file format that you chose in the New Survey form, determine the name of the report.
The resection report shows details of the global variance factor, Pope's Tau test, the stations used to determine the location of the resected station, and observation adjustments.