LRS (Linear Referencing System)

DESCRIPTION

A Linear Referencing System (LRS) is a system where features (points or segments) are localized by a measure along a linear element. The LRS can be used to reference events for any network of linear features, for example roads, railways, rivers, pipelines, electric and telephone lines, water and sewer networks. An event is defined in LRS by a route ID and a measure. A route is a path on the network, usually composed from more features in the input map. Events can be either points or lines (segments).

LRS is created from input lines and points in vector map. Points - MP (mileposts) must have attached attributes specifying line and distance. The distances from the beginning of the linear feature in real world are specified by MP+offset. Typically, MP is in kilometers and offset in meters.

The implementation of LRS in GRASS has some particularities.

Double referenced system

This feature gives a possibility to continue to use most of old mileposts if only small part of linear object in real world has changed. Example:


--- road (linear feature)
 +   MP (milepost, point, distance from the beginning in km)

Old situation:


+----+----+----+----+----+
0    2    3    4    5    6

New situation (for example a new bypass around the village)


          ?    ?
          +----+
          |    |
          |    |
+----+----+    +----+----+
0    2    3    4    5    6

The segment between km 3 and 4 is now longer, it is now 3 km not 1 km as in old version. It would be expensive to change also all MP >= 4, but we cannot use km 4 twice. It is possible to use another notation for the new segment, we reference the segment from the kilometer 3, using only offset.


      3+1000  3+2000
          +----+
          |    |
          |    |
+----+----+    +----+----+
0    2    3  3+3000 5    6
               4

This way, there is no ambiguity and minimal changes are needed. But the MP 4 is no more the end of segment 3 - 4 but the end of segment 3+2000 - 3+3000. This information must be entered to the system and it is done by optional MP attributes:

end_mp - end MP
end_off - end offset

In this case original MP on km 4 will have these attributes:


start_mp:  4
start_off: 0
end_mp:    3
end_off:   3000

Because each MP can keep 2 values (start, end) it is called ’double’ referenced LRS.

To avoid potential confusion, MP values are limited to integers only. It would be ambiguous to have for example segments 3.500 - 3.500+200 and 3.600 - 3.600+200. The position 3+650 would fall into 2 segments, correct would be 3.600+50. That means, that MP must be the beginning of antonomous segment and all parts which becomes longer then before must be referenced from the last not changed MP.

The MP start_mp and end_mp columns must be decimal, but v.lrs.create takes only the decimal part, and adds its value to offset and prints a warning.

It is highly recommended to work with polylines instead of segmented vector lines. The command v.build.polylines creates this map structure.

LRS table structure

Attribute	Type	Description
rsid	integer	reference segment ID, unique in the table
lcat	integer	category of the line in the LRS map
lid	integer	route ID (LID)
start_map	double precision	distance measured along the line in LRS map from the beginning of the line to the beginning of the segment (absolute milepost distance)
end_map	double precision	distance measured along the line in LRS map from the beginning of the line to the end of the segment (absolute distance of subsequent milepost)
start_mp	double precision	milepost number assigned to the start of the segment
start_off	double precision	distance from start_mp to the start of the segment measured along the physical object
end_mp	double precision	milepost number assigned to the end of the segment
end_off	double precision	distance from end_mp to end of the segment measured along the physical object
end_type	integer	1: the same as specified for from_ ; 2: calculated from map along the line from previous MP; 3: defined by user

Available commands

v.lrs.create to create a linear referencing system,
v.lrs.label to create stationing on the LRS,
v.lrs.segment to create points/segments on LRS, and
v.lrs.where to find line id and real km+offset for given points in vector map using linear referencing system.

Input lines for v.lrs.segment and v.lrs.label

v.lrs.create joins all connected lines of the same line ID into one line, the LRS library and other modules using LRS expect this! LR_get_nearest_offset in the LRS library checks duplicate segments only by line_cat and map_offset, not by coordinates in map.

Duplicate positions

It can happen that one offset appears on 2 different lines:


------1-------     --------2------
+0.0            +1.0              +2.0

In this case, the module gives error because the position results in 2 points.

It can be also intended, for example a part of the road is shared with another one, but MP are used only for one:


 + road1/km15         + road1/km22
  \                  /
   \ road1/km17     / road1/km20
    +--------------+
   / road2/km52     \ road2/km52
  /                  \
 + road2/km50         + road2/km54

NOTES

Explanations of selected options:

llayer: vector layer in line map (usually 1; see vectorintro for "layer" concept)
player: vector layer in point map (usually 1; see vectorintro for "layer" concept)
rsdriver: Driver name for LRS table - DBMI SQL driver (dbf, pg, mysql, sqlite, etc)
rsdatabase: Database name for LRS table - DBMI SQL database name (e.g., "lrsdb")
rstable: Name of the LRS table - DBMI SQL table name (e.g., "streamslrs")

AUTHOR

Radim Blazek, ITC-irst/MPA Solutions Trento
Documentation update (based on above journal article and available fragments): Markus Neteler

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