Survey data is entered in the form of text files. You can use any text editor you like for this, so long as it has the capability of writing a plain ASCII text file. The data format is very flexible; unlike some other cave surveying software, Survex does not require survey legs to be rearranged to suit the computer, and the ordering of instrument readings on each line is fully specifiable. So you can enter your data much as it appears on the survey notes, which is important in reducing the opportunities for transcription errors.
Also all the special characters are user-definable - for example, the separators can be spaces and tabs, or commas (e.g. when exporting from a spreadsheet), etc; the decimal point can be a slash (for clarity), a comma (as used in continental Europe), or anything else you care to choose. This flexibility means that it should be possible to read in data from almost any sort of survey data file without much work.
Survex places no restrictions on you in terms of the ordering of survey legs. You can enter or process data in any order and Survex will read it all in before determining how it is connected. You can also use the hierarchical naming so that you do not need to worry about using the same station name twice.
The usual arrangement is to have one file which lists all the others that are included (e.g., 161.svx). Then cavern 161 will process all your data. To just process a section use the filename for that section, e.g. cavern dtime will process the dreamtime file/section of Kaninchenhöhle. To help you out, if all legs in a survey are connected to one another but the survey has no fixed points, cavern will 'invent' a fixed point and print a warning message to this effect.
It is up to you what data you put in which files. You can have one file per trip, or per area of the cave, or just one file for the whole cave if you like. On a large survey project it makes sense to group related surveys in the same file or directory.
Blank lines (i.e. lines consisting solely of BLANK characters) are ignored. The last line in the file need not be terminated by an end of line character. All fields on a line must be separated by at least one BLANK character. An OMIT character (default '-') indicates that a field is unused. If the field is not optional, then an error is given.
Survex has a powerful system for naming stations. It uses a hierarchy of survey names, similar to the nested folders your computer stores files in. So point 6 in the entrance survey of Kaninchenhöhle (cave number 161) is referred to as: 161.entrance.6
This seems a natural way to refer to station names. It also means that it is very easy to include more levels, for example if you want to plot all the caves in the area you just list them all in another file, specifying a new prefix. So to group 3 nearby caves on the Loser Plateau you would use a file like this:
*begin Loser *include 161 *include 2YrGest *include 145 *end Loser
The entrance series point mentioned above would now be referred to as: Loser.161.entrance.6
You do not have to use this system at all, and can just give all stations unique identifiers if you like:
1, 2, 3, 4, 5, ... 1381, 1382
AA06, AA07, P34, ZZ6, etc.
Station and survey names may contain any alphanumeric characters and additionally any characters in NAMES (default `_' and `-'). Alphabetic characters may be forced to upper or lower case by using the *case command. Station names may be any length - if you want to only treat the first few characters as significant you can get cavern to truncate the names using the *truncate command.
Survex supports the concept of anonymous survey stations. That is survey stations without a name. Each time an anonymous station name is used it represents a different point. Currently three types of anonymous station are supported, referred to by one, two or three separator characters - with the default separator of '.', that means '.', '..', and '...' are anonymous stations. Their meanings are:
An anonymous non-wall point at the end of an implicit splay.
An anonymous wall point at the end of an implicit splay.
an anonymous point with no implicit flags on the leg (intended for cases like a disto leg along a continuing passage).
You can map '-' to '..' (for compatibility with data from pocket topo) using the command:
*alias station - ..
Support for anonymous stations and for '*alias station - ..' was added in Survex 1.2.7.
[<MINUS>|<PLUS>] <integer part> [ <DECIMAL> [ <decimal fraction> ] ]
or [<MINUS>|<PLUS>] <DECIMAL> <dec fraction>
i.e. optional PLUS or MINUS sign in front, with optional DECIMAL character (default '.'), which may be embedded, leading or trailing. No spaces are allowed between the various elements.
All of these are valid examples: +47, 23, -22, +4.5, 1.3, -0.7, +.15, .4, -.05
Accuracy assessments may be provided or defaulted for any survey leg. These determine the distribution of loop closure errors over the legs in the loop. See *SD for more information.
Commands in .svx files are introduced by an asterisk (by default - this can be changed using the set command).
The commands are documented in a common format:
*alias station <alias> [<target>]
*begin parsons_nose *alias station - .. 1 2 12.21 073 -12 2 - 4.33 011 +02 2 - 1.64 180 +03 2 3 6.77 098 -04 *end parsons_nose
*alias allows you to map a station name which appears in the survey data to a different name internally. At present, you can only create an alias of '-' to '..', which is intended to support the pocket topo style notation of '-' being a splay to an anonymous point on the cave wall. And you can unalias '-' with '*alias station -'.
Aliases are scoped by *begin/*end blocks - when a *end is reached, the aliases in force at the corresponding begin are restored.
*alias was added in Survex 1.2.7.
*begin littlebit 1 2 10.23 106 -02 2 3 1.56 092 +10 *end littlebit
; length of leg across shaft estimated *begin *sd tape 2 metres 9 10 6. 031 -07 *end
*begin stores the current values of the current settings such as instrument calibration, data format, and so on. These stored values are restored after the corresponding *end. If a survey name is given, this is used inside the *begin/*end block, and the corresponding *end should have the same survey name. *begin/*end blocks may be nested to indefinite depth.
*calibrate <quantity list> <zero error> [<scale>]
*calibrate <quantity list> <zero error> <units> [<scale>]
*calibrate tape +0.3
*calibrate is used to specify instrument calibrations, via a zero error and an optional scale factor (which defaults to 1.0 if not specified). Without an explicit calibration the zero error is 0.0 and the scale factor is 1.0.
<quantity> is one of TAPE|COMPASS|CLINO|COUNTER|DEPTH|DECLINATION|X|Y|Z
Several quantities can be given in <quantity list> - the specified calibration will be applied to each of them.
You need to be careful about the sign of the ZeroError. Survex follows the convention used with scientific instruments - the ZeroError is what the instrument reads when measuring a reading which should be zero. So for example, if your tape measure has the end missing, and you are using the 30cm mark to take all measurements from, then a zero distance would be measured as 30cm and you would correct this with:
*CALIBRATE tape +0.3
If you tape was too long, starting at -20cm (it does happen!) then you can correct it with:
*CALIBRATE tape -0.2
Note: ZeroError is irrelevant for Topofil counters and depth gauges since pairs of readings are subtracted.
In the first form in the synopsis above, the zero error is measured by the instrument itself (e.g. reading off the number where a truncated tape now ends) and any scale factor specified applies to it, like so:
Value = ( Reading - ZeroError ) * Scale (Scale defaults to 1.0)
In the second form above (supported since Survex 1.2.21), the zero error has been measured externally (e.g. measuring how much too long your tape is with a ruler) - the units of the zero error are explicitly specified and any scale factor isn't applied to it:
Value = ( Reading * Scale ) - ZeroError (Scale defaults to 1.0)
If the scale factor is 1.0, then the two forms are equivalent, though they still allow you to differentiate between how the zero error has been determined.
With older Survex versions, you would specify the magnetic declination (difference between True North and Magnetic North) by using *calibrate declination to set an explicit value (with no scale factor allowed). Since Survex 1.2.22, it's recommended to instead use the new *declination command instead - see the documentation of that command for more details.
*begin bobsbit ; Bob insists on using case sensitive station names *case preserve 1 2 10.23 106 -02 2 2a 1.56 092 +10 2 2A 3.12 034 +02 2 3 8.64 239 -01 *end bobsbit
*case determines how the case of letters in survey names is handled. By default all names are forced to lower case (which gives a case insensitive match, but you can tell cavern to force to upper case, or leave the case as is (in which case '2a' and '2A' will be regarded as different).
*copyright <date> <text>
*begin littlebit *copyright 1983 CUCC 1 2 10.23 106 -02 2 3 1.56 092 +10 *end littlebit
valid at the start of a *begin/*end block.
*copyright allows the copyright information to be stored in a way that can be automatically collated.
*cs [out] <coordinate system>
*cs UTM60S *fix beehive 313800 5427953 20
; Output in the coordinate system used in the Totes Gebirge in Austria *cs out custom "+proj=tmerc +lat_0=0 +lon_0=13d20 +k=1 +x_0=0 +y_0=-5200000 +ellps=bessel +towgs84=577.326,90.129,463.919,5.137,1.474,5.297,2.4232"
*cs allows the coordinate systems used for fixed points and for processed survey data to be specified.
The "input" coordinate system is set with *cs and you can change it between fixed points if you have some fixed points in different coordinate systems to others.
The "output" coordinate system is set with *cs out and is what the survey data is processed in and the coordinate system used for resultant .3d file. The output coordinate system must be in metres with axis order (East, North, Up), so for example *cs out long-lat isn't valid.
*cs was added in Survex 1.2.14, but handling of fixed points specified with latitude and longitude didn't work until 1.2.21. Also *fix with standard deviations specified also didn't work until 1.2.21.
The currently supported coordinate systems are:
CUSTOM followed by a PROJ string (like in the example above).
EPSG: followed by a positive integer code. EPSG codes cover most coordinate systems in use, and PROJ supports many of these. The website https://epsg.io/ is a useful resource for finding the EPSG code you want. For example, EPSG:4167 is NZGD2000. Supported since Survex 1.2.15.
ESRI: followed by a positive integer code. ESRI codes are used by ArcGIS to specify coordinate systems (in a similar way to EPSG codes), and PROJ supports many of them. Supported since Survex 1.2.15.
EUR79Z30 for UTM zone 30, EUR79 datum. Supported since Survex 1.2.15.
IJTSK for the modified version of the Czechoslovak S-JTSK system where the axes point East and North. Supported since Survex 1.2.15.
IJTSK03 for a variant of IJTSK. Supported since Survex 1.2.15.
JTSK for the Czechoslovak S-JTSK system. Its axes point West and South, so it's not supported as an output coordinate system. Supported since Survex 1.2.16.
JTSK03 for a variant of JTSK. Supported since Survex 1.2.16.
LONG-LAT for longitude/latitude. The WGS84 datum is assumed. NB *fix expects the coordinates in the order x,y,z which means longitude (i.e. E/W), then latitude (i.e. N/S), then altitude. Supported since Survex 1.2.15.
OSGB: followed by a two letter code for the UK Ordnance Survey National Grid. The first letter should be 'H', 'N', 'O', 'S' or 'T'; the second any letter except 'I'. For example, OSGB:SD. Supported since Survex 1.2.15.
S-MERC for the "Web Mercator" spherical mercator projection, used by online map sites like OpenStreetMap, Google maps, Bing maps, etc. Supported since Survex 1.2.15.
UTM followed by a zone number (1-60), optionally followed by "N" or "S" (default is North). The WGS84 datum is assumed.
By default, Survex works in an unspecified coordinate system (and this was the only option before *cs was added). However, it's useful for the coordinate system which the processed survey data is in to be specified if you want to use the processed data in ways which required knowing the coordinate system (such as exporting a list of entrances for use in a GPS). You can now do this by using "*cs out".
It is also useful to be able to take coordinates for fixed points in whatever coordinate system you receive them in and put them directly into Survex, rather than having to convert with an external tool. For example, you may have your GPS set to show coordinates in UTM with the WGS84 datum, even though you want the processed data to be in some local coordinate system. And someone else may provide GPS coordinates in yet another coordinate system. You just need to set the appropriate coordinate system with "*cs" before each group of "*fix" commands in a particular coordinate system.
If you're going to make use of "*cs", then the coordinate system must be specified for everything, so a coordinate system must be in effect for all "*fix" commands, and you must set the output coordinate system before any points are fixed.
Also, if "*cs" is in use, then you can't omit the coordinates in a "*fix" command, and a fixed point won't be invented if none exists.
If you use "*cs out" more than once, the second and subsequent commands are silently ignored - this makes it possible to combine two datasets with different "*cs out" settings without having to modify either of them.
Something to be aware of with "*cs" is that altitudes are currently assumed to be "height above the ellipsoid", whereas GPS units typically give you "height above sea level", or more accurately "height above a particular geoid". This is something we're looking at how best to address, but you shouldn't need to worry about it if your fixed points are in the same coordinate system as your output, or if they all use the same ellipsoid. For a more detailed discussion of this, please see: http://expo.survex.com/handbook/survey/coord.htm
*data <style> <ordering>
*data normal from to compass tape clino
*data normal station ignoreall newline compass tape clino
<style> = DEFAULT|NORMAL|DIVING|CARTESIAN|TOPOFIL|CYLPOLAR|NOSURVEY|PASSAGE
<ordering> = ordered list of instruments - which are valid depends on the style.
In Survex 1.0.2 and later, TOPOFIL is simply a synonym for NORMAL, left in to allow older data to be processed without modification. Use the name NORMAL by preference.
There are two variants of each style - interleaved and non-interleaved. Non-interleaved is "one line per leg", interleaved has a line for the data shared between two legs (e.g. STATION=FROM/TO, DEPTH=FROMDEPTH/TODEPTH, COUNT=FROMCOUNT/TOCOUNT). Note that not all readings that can be shared have to be, for example here the to/from station name is shared but the depth gauge readings aren't:
*data diving station newline fromdepth compass tape todepth
In interleaved data, a blank line (one which contains only characters which are set as BLANK) ends the current traverse so can be used to handle branches in the survey, e.g.:
*data normal station newline tape compass clino 1 9.34 087 -05 2 ; single leg up unexplored side passage 4.30 002 +06 3 2 ; and back to the main package 6.29 093 -02 4
In data styles which include a TAPE reading (i.e. NORMAL, DIVING, and CYLPOLAR data styles), TAPE may be replaced by FROMCOUNT/TOCOUNT (or COUNT in interleaved data) to allow processing of surveys performed with a Topofil instead of a tape.
In Survex 1.2.44 and later, you can use *data without any arguments to keep the currently set data style, but resetting any state. This is useful when you're entering passage tubes with branches - see the description of the "PASSAGE" style below. (This feature was originally added in 1.2.31, but was buggy until 1.2.44 - any data up to the next *data gets quietly ignored).
Select the default data style and ordering (NORMAL style, ordering: from to tape compass clino).
The usual tape/compass/clino centreline survey. For non-interleaved data the allowed readings are: FROM TO TAPE COMPASS CLINO BACKCOMPASS BACKCLINO; for interleaved data the allowed readings are: STATION DIRECTION TAPE COMPASS CLINO BACKCOMPASS BACKCLINO. The CLINO/BACKCLINO reading is not required - if it's not given, the vertical standard deviation is taken to be proportional to the tape measurement. Alternatively, individual clino readings can be given as OMIT (default "-") which allows for data where only some clino readings are missing. E.g.:
*data normal from to compass clino tape 1 2 172 -03 12.61
*data normal station newline direction tape compass clino 1 F 12.61 172 -03 2
*data normal from to compass clino fromcount tocount 1 2 172 -03 11532 11873
*data normal station count newline direction compass clino 1 11532 F 172 -03 2 11873
An underwater survey where the vertical information is from a diver's depth gauge. This style can also be also used for an above-water survey where the altitude is measured with an altimeter. DEPTH is defined as the altitude (Z) so increases upwards by default. So for a diver's depth gauge, you'll need to use *CALIBRATE with a negative scale factor (e.g. *calibrate depth 0 -1).
For non-interleaved data the allowed readings are: FROM TO TAPE COMPASS CLINO BACKCOMPASS BACKCLINO FROMDEPTH TODEPTH DEPTHCHANGE (the vertical can be given as readings at each station, (FROMDEPTH/TODEPTH) or as a change along the leg (DEPTHCHANGE)).
Survex 1.2.20 and later allow an optional CLINO and/or BACKCLINO reading in DIVING style. At present these extra readings are checked for syntactic validity, but are otherwise ignored. The intention is that a future version will check them against the other readings to flag up likely blunders, and average with the slope data from the depth gauge and tape reading.
For interleaved data the allowed readings are: STATION DIRECTION TAPE COMPASS BACKCOMPASS DEPTH DEPTHCHANGE. (the vertical change can be given as a reading at the station (DEPTH) or as a change along the leg (DEPTHCHANGE)).
*data diving from to tape compass fromdepth todepth 1 2 14.7 250 -20.7 -22.4
*data diving station depth newline tape compass 1 -20.7 14.7 250 2 -22.4
*data diving from to tape compass depthchange 1 2 14.7 250 -1.7
Cartesian data style allows you to specify the (x,y,z) changes between stations. It's useful for digitising surveys where the original survey data has been lost and all that's available is a drawn up version.
*data cartesian from to northing easting altitude 1 2 16.1 20.4 8.7
*data cartesian station newline northing easting altitude 1 16.1 20.4 8.7 2
Cartesian data are relative to true North not magnetic North (i.e. they are unaffected by *calibrate declination).
A CYLPOLAR style survey is very similar to a diving survey, except that the tape is always measured horizontally rather than along the slope of the leg.
*data cylpolar from to tape compass fromdepth todepth 1 2 9.45 311 -13.3 -19.0
*data cylpolar station depth newline tape compass 1 -13.3 9.45 311 2 -19.0
*data cylpolar from to tape compass depthchange 1 2 9.45 311 -5.7
A NOSURVEY survey doesn't have any measurements - it merely indicates that there is line of sight between the pairs of stations.
*data nosurvey from to 1 7 5 7 9 11
*data nosurvey station 1 7 5 *data nosurvey station 9 11
This survey style defines a 3D "tube" modelling a passage in the cave. The tube uses the survey stations listed in the order listed. It's permitted to use survey stations which aren't directly linked by the centre-line survey. This can be useful - sometimes the centreline will step sideways or up/down to allow a better sight for the next leg and you can ignore the extra station. You can also define tubes along unsurveyed passages, akin to "nosurvey" legs in the centreline data.
This means that you need to split off side passages into separate tubes, and hence separate sections of passage data, starting with a new *data command.
Simple example of how to use this data style (note the use of ignoreall to allow a free-form text description to be given):
*data passage station left right up down ignoreall 1 0.1 2.3 8.0 1.4 Sticking out point on left wall 2 0.0 1.9 9.0 0.5 Point on left wall 3 1.0 0.7 9.0 0.8 Highest point of boulder
For example here the main passage is 1-2-3 and a side passage is 2-4:
*data passage station left right up down ignoreall 1 0.1 2.3 8.0 1.4 Sticking out point on left wall 2 0.0 1.9 9.0 0.5 Point on left wall opposite side passage 3 1.0 0.7 9.0 0.8 Highest point of boulder ; If you're happy to require Survex 1.2.31 or later, you can just use ; "*data" here instead. *data passage station left right up down ignoreall 2 0.3 0.2 9.0 0.5 4 0.0 0.5 6.5 1.5 Fossil on left wall
IGNORE skips a field (it may be used any number of times), and IGNOREALL may be used last to ignore the rest of the data line.
LENGTH is a synonym for TAPE; BEARING for COMPASS; GRADIENT for CLINO; COUNT for COUNTER.
The units of each quantity may be set with the UNITS command.
valid at the start of a *begin/*end block.
*date specifies the date that the survey was done. A range of dates can be specified (useful for overnight or multi-day surveying trips).
*begin, *instrument, *team
*declination auto <x> <y> <z>
*declination <declination> <units>
The *declination command is the modern way to specify magnetic declinations in Survex. Magnetic declination is the difference between Magnetic North and True North. It varies over time as the Earth's magnetic field moves, and also with location. Compass bearings are measured relative to Magnetic North - adding the magnetic declination gives bearings relative to True North.
Prior to 1.2.22, *calibrate declination was used instead. If you use a mixture of *calibrate declination and *declination, they interact in the natural way - whichever was set most recently is used for each compass reading (taking into account survey scope). We don't generally recommend mixing the two, but it's useful to understand how they interact if you want to combine datasets using the old and new commands, and perhaps if you have a large existing dataset and want to migrate it without having to change everything at once.
Note that the value specified uses the conventional sign for magnetic declination, unlike the old *calibrate declination which needed a value with the opposite sign (because *calibrate specifies a zero error), so take care when updating old data, or if you're used to the semantics of *calibrate declination.
If you have specified the output coordinate system (using *cs out) then you can use *declination auto (and we recommend that you do). This is supported since Survex 1.2.21 and automatically calculates magnetic declinations based on the IGRF (International Geomagnetic Reference Field) model. A revised version of the IGRF model is usually issued every 5 years, and calculates values using a model based on observations for years before it is issued, and on predictions for 5 years after it is issued. Survex 1.2.43 updated to using version 13 in early 2020.
The IGRF model takes a date and a location as inputs. Survex uses the specified date of the survey, and uses the "x y z" coordinates specified in the *declination auto command as the location in the current input coordinate system (as set by *cs). Most users can just specify a single representative location somewhere in the area of the cave. If you're not sure what to use pick some coordinates roughly in the middle of the bounding box of the cave - it doesn't need to be a fixed point or a known refindable location, though it can be if you prefer.
For each *declination auto command cavern will (since Survex 1.4.2) report the range of calculated declination values and the dates at which the ends of the range were obtained, and also the grid convergence (which doesn't vary with time). This appears in the log - if you processed the data with aven you can view this by using "File->View Log". It looks like this:
/home/ol/1623.svx:20: info: Declination: -0.4° @ 1977-07-02 / 3.8° @ 2018-07-21, grid convergence: -0.9° *declination auto 36670.37 83317.43 1903.97
You might wonder why Survex needs a representative location instead of calculating the magnetic declination and grid convergence for the actual position of each survey station. The reason is that we need to adjust the compass bearings before we can solve the network to find survey station locations. Both magnetic declination and grid convergence don't generally vary significantly over the area of a typical cave system - if you are mapping a very large cave system, or caves over a wide area, or are working close to a magnetic pole or where the output coordinate system is rather distorted, then you can specify *declination auto several times with different representative locations for different areas of the cave system - the one currently in effect is used for each survey leg.
Survex 1.2.27 and later also automatically correct for grid convergence (the difference between Grid North and True North) when *declination auto is in use, based on the same specified representative location.
Generally it's best to specify a suitable output coordinate system, and use *declination auto so Survex corrects for magnetic declination and grid convergence for you. Then Aven knows how to translate coordinates to allow export to formats such as GPX and KML, and to overlay terrain data.
If you don't specify an output coordinate system, but fix one or more points then Survex works implicitly in the coordinate system your fixed points were specified in. This mode of operation is provided for compatibility with datasets from before support for explicit coordinate systems was added to Survex - it's much better to specify the output coordinate system as above. But if you have a survey of a cave which isn't connected to any known fixed points then you'll need to handle it this way, either fixing an entrance to some arbitrary coordinates (probably (0,0,0)) or letting Survex pick a station as the origin. If the survey was all done in a short enough period of time that the magnetic declination won't have changed significantly, you can just ignore it and Grid North in the implicit coordinate system will be Magnetic North at the time of the survey. If you want to correct for magnetic declination, you can't use *declination auto because the IGRF model needs the real world coordinates, but you can specify literal declination values for each survey using *declination <declination> <units>. Then Grid North in the implicit coordinate system is True North.
*default <settings list>|all
The valid settings are CALIBRATE, DATA, and UNITS.
*default restores defaults for given settings. This command is deprecated - you should instead use: *calibrate default, *data default, *units default.
*calibrate, *data, *units
valid for closing a block started by *begin in the same file.
Closes a block started by *begin.
*entrance sets the entrance flag for a station. This information is used by aven to allow entrances to be highlighted.
*equate <station> <station>...
*equate chosspot.1 triassic.27
*equate specifies that the station names in the list refer to the same physical survey station. An error is given if there is only one station listed.
*export 1 6 17
valid at the start of a *begin/*end block.
*export marks the stations named as referable to from the enclosing survey. To be able to refer to a station from a survey several levels above, it must be exported from each enclosing survey.
*begin, *infer exports
*fix <station> [reference] [ <x> <y> <z> [ <x std err> <y std err> <z std err> [ <cov(x,y)> <cov(y,z)> <cov(z,x)> ] ] ]
*fix entrance.0 32768 86723 1760
*fix KT114_96 reference 36670.37 83317.43 1903.97
*fix fixes the position of <station> at the given coordinates. If you haven't specified the coordinate system with "*cs", you can omit the position and it will default to (0,0,0). The standard errors default to zero (fix station exactly). cavern will give an error if you attempt to fix the same survey station twice at different coordinates, or a warning if you fix it twice with matching coordinates.
You can also specify just one standard error (in which case it is assumed equal in X, Y, and Z) or two (in which case the first is taken as the standard error in X and Y, and the second as the standard error in Z).
If you have covariances for the fix, you can also specify these - the order is cov(x,y) cov(y,z) cov(z,x).
If you've specified a coordinate system (see *cs) then that determines the meaning of X, Y and Z (if you want to specify the units for altitude, note that using a PROJ string containing +vunits allows this - e.g. +vunits=us-ft for US survey feet). If you don't specify a coordinate system, then the coordinates must be in metres. The standard deviations must always be in metres (and the covariances in metres squared).
You can fix as many stations as you like - just use a *fix command for each one. Cavern will check that all stations are connected to at least one fixed point so that co-ordinates can be calculated for all stations.
By default cavern will warn about stations which have been FIX-ed but not used otherwise, as this might be due to a typo in the station name. This is unhelpful if you want to include a standard file of benchmarks, some of which won't be used. In this sort of situation, specify "REFERENCE" after the station name in the FIX command to suppress this warning for a particular station.
X is Easting, Y is Northing, and Z is altitude. This convention was chosen since on a map, the horizontal (X) axis is usually East, and the vertical axis (Y) North. The choice of altitude (rather than depth) for Z is taken from surface maps, and makes for less confusion when dealing with cave systems with more than one entrance. It also gives a right-handed set of axes.
*flags duplicate not surface
*flags updates the current flag settings. Flags not mentioned retain their previous state. Valid flags are DUPLICATE, SPLAY, and SURFACE, and a flag may be preceded with NOT to turn it off.
Survey legs marked SURFACE are hidden from plots by default, and not included in cave survey length calculations. Survey legs marked as DUPLICATE or SPLAY are also not included in cave survey length calculations; legs marked SPLAY are ignored by the extend program. DUPLICATE is intended for the case when if you have two different surveys along the same section of passage (for example to tie two surveys into a permanent survey station); SPLAY is intended for cases such as radial legs in a large chamber.
*include "the pits"
*include processes <filename> as if it were inserted at this place in the current file. (i.e. The current settings are carried into <filename>, and any alterations to settings in <filename> will be carried back again). There's one exception to this (for obscure historical reasons) which is that the survey prefix is restored upon return to the original file. Since *begin and *end nesting cannot cross files, this can only make a difference if you use the deprecated *prefix command.
If <filename> contains spaces, it must be enclosed in quotes.
An included file which does not have a complete path is resolved relative to the directory which the parent file is in (just as relative HTML links do). Cavern will try adding a .svx extension, and will also try translating "\" to "/". And as a last resort, it will try a lower case version of the filename (so if you use Unix and someone sends you a DOS/Windows dataset with mismatched case, unzip it with "unzip -L" and UNIX cavern will process it).
The depth to which you can nest include files may be limited by the operating system you use. Usually the limit is fairly high (>30), but if you want to be able to process your dataset with Survex on any supported platform, it would be prudent not to go overboard with nested include files.
*infer plumbs on|off
*infer equates on|off
*infer exports on|off
"*infer plumbs on" tells cavern to interpret gradients of +/- 90 degrees as UP/DOWN (so it will not apply the clino correction to them). This is useful when the data has not been converted to have UP and DOWN in it.
"*infer equates on" tells cavern to interpret a leg with a tape reading of zero as a *equate. this prevents tape corrections being applied to them.
"*infer exports on" is necessary when you have a dataset which is partly annotated with *export. It tells cavern not to complain about missing *export commands in part of the dataset. Also stations which were used to join surveys are marked as exported in the 3d file.
*instrument <instrument> <identifier>
*instrument compass "CUCC 2" *instrument clino "CUCC 2" *instrument tape "CUCC Fisco Ranger open reel"
valid at the start of a *begin/*end block.
*instrument specifies the particular instruments used to perform a survey.
*begin, *date, *team
*prefix sets the current survey.
*prefix is deprecated - you should use *begin and *end instead.
*ref "survey folder 2007#12"
valid at the start of a *begin/*end block.
*ref allows you to specify a reference. If the reference contains spaces, you must enclose it in double quotes. Survex doesn't try to interpret the reference in any way, so it's up to you how you use it - for example it could specify where the original survey notes can be found.
*ref was added in Survex 1.2.23.
*begin, *date, *instrument, *team
*require checks that the version of cavern in use is at least <version> and stops with an error if not. So if your dataset requires a feature introduced in a particular version, you can add a *require command and users will know what version they need to upgrade to, rather than getting an error message and having to guess what the real problem is.
*sd <quantity list> <standard deviation>
*sd tape 0.15 metres
*sd sets the standard deviation of a measurement.
<quantity> is one of (each group gives alternative names for the same quantity):
BACKTAPE, BACKLENGTH (added in Survex 1.2.25)
<standard deviation> must include units and thus is typically "0.05 metres", or "0.02 degrees". See *units below for full list of valid units.
To utilise this command fully you need to understand what a standard deviation is. It gives a value to the 'spread' of the errors in a measurement. Assuming that these are normally distributed we can say that 95.44% of the actual lengths will fall within two standard deviations of the measured length. i.e. a tape SD of 0.25 metres means that the actual length of a tape measurement is within + or - 0.5 metres of the recorded value 95.44% of the time. So if the measurement is 7.34m then the actual length is very likely to be between 6.84m and 7.84m. This example corresponds to BCRA grade 3. Note that this is just one interpretation of the BCRA standard, taking the permitted error values as 2SD 95.44% confidence limits. If you want to take the readings as being some other limit (e.g. 1SD = 68.26%) then you will need to change the BCRA3 and BCRA5 files accordingly. This issue is explored in more detail in various surveying articles.
*set <item> <character list>
*set blank x09x20 *set decimal ,
*set sets the specified <item> to the character or characters given in <character list>. The example sets the decimal separator to be a comma.
xAB means the character with hex value AB. Eg x20 is a space.
The complete list of items that can be set, the defaults (in brackets), and the meaning of the item, is:
BLANK (x09x20,) Separates fields
COMMENT (;) Introduces comments
DECIMAL (.) Decimal point character
EOL (x0Ax0D) End of line character
KEYWORD (*) Introduces keywords
MINUS (-) Indicates negative number
NAMES (_-) Non-alphanumeric chars permitted in station names (letters and numbers are always permitted).
OMIT (-) Contents of field omitted (e.g. in plumbed legs)
PLUS (+) Indicates positive number
ROOT (\) Prefix in force at start of current file (use of ROOT is deprecated)
SEPARATOR (.) Level separator in prefix hierarchy
The special characters may not be alphanumeric.
*include 1997data *solve *include 1998data
Distributes misclosures around any loops in the survey and fixes the positions of all existing stations. This command is intended for situations where you have some new surveys adding extensions to an already drawn-up survey which you wish to avoid completely redrawing. You can read in the old data, use *SOLVE to fix it, and then read in the new data. Then old stations will be in the same positions as they are in the existing drawn up survey, even if new loops have been formed by the extensions.
*team <person> [<role>...]
*team "Nick Proctor" compass clino tape *team "Anthony Day" notes pictures tape
valid at the start of a *begin/*end block.
*team specifies the people involved in a survey and optionally what role or roles they filled during that trip. Unless the person is only identified by one name you need to put double quotes around their name.
*begin, *date, *instrument
*title "Mission Impossible"
*title allows you to set the descriptive title for a survey. If the title contains spaces, you need to enclose it in quotes (""). If there is no *title command, the title defaults to the survey name given in the *begin command.
Station names may be of any length in Survex, but some other (mostly older) cave surveying software only regard the first few characters of a name as significant (e.g. "entran" and "entrance" might be treated as the same). To facilitate using data imported from such a package Survex allows you to truncate names to whatever length you want (but by default truncation is off).
Figures for the number of characters which are significant in various software packages: Compass currently has a limit of 12, CMAP has a limit of 6, Smaps 4 had a limit of 8, Surveyor87/8 used 8. Survex itself used 8 per prefix level up to version 0.41, and 12 per prefix level up to 0.73 (more recent versions removed this rather archaic restriction).
*units <quantity list> [<factor>] <unit>
*units tape metres
*units compass backcompass clino backclino grads
*units dx dy dz 1000 metres ; data given as kilometres
*units left right up down feet
<quantity> is one of the following (grouped entries are just alternative names for the same thing): TAPE/LENGTH, BACKTAPE/BACKLENGTH (added in Survex 1.2.25), COMPASS/BEARING, BACKCOMPASS/BACKBEARING, CLINO/GRADIENT, BACKCLINO/BACKGRADIENT, COUNTER/COUNT, DEPTH, DECLINATION, DX/EASTING, DY/NORTHING, DZ/ALTITUDE, LEFT, RIGHT, UP/CEILING, DOWN/FLOOR
Changes current units of all the quantities listed to [<factor>] <unit>. Note that quantities can be expressed either as the instrument (e.g. COMPASS) or the measurement (e.g. BEARING).
<factor> allows you to easy specify situations such as measuring distance with a diving line knotted every 10cm (*units distance 0.1 metres). If <factor> is omitted it defaults to 1.0. If specified, it must be non-zero.
Valid units for listed quantities are:
TAPE/LENGTH, BACKTAPE/BACKLENGTH, COUNTER/COUNT, DEPTH, DX/EASTING, DY/NORTHING, DZ/ALTITUDE in YARDS|FEET|METRIC|METRES|METERS (default: METRES)
CLINO/GRADIENT, BACKCLINO/BACKGRADIENT in DEGS|DEGREES|GRADS|MINUTES|PERCENT|PERCENTAGE (default: DEGREES)
COMPASS/BEARING, BACKCOMPASS/BACKBEARING, DECLINATION in DEGS|DEGREES|GRADS|MINUTES|QUADS|QUADRANTS (default: DEGREES)
(360 degrees = 400 grads)
QUADRANTS are a style of bearing used predominantly in land survey, and occasionally in survey with handheld instruments. All bearings are N or S, a numeric from 0 to 90, followed by E or W. For example S34E to refer to 146 degrees, or 34 degrees in the SE quadrant. In this format, exact cardinal directions may be simply alphabetic. E.g. N is equivalent to N0E and E is equivalent to N90E. This unit was added in Survex 1.2.44.
Survex has long support MILS as an alias for GRADS. However, this seems to be a bogus definition of a "mil" which is unique to Survex (except that Therion has since copied it) - there are several different definitions of a "mil" but they vary from 6000 to 6400 in a full circle, not 400. Because of this we deprecated MILS in Survex 1.2.38 - you can still process data which uses them but you'll now get a warning, and we recommend you update your data.
For example, if your data uses
*units compass mils
*units compass grads
*units compass 0.05625 degrees