Sri Lanka Licensed Surveyor Exam study materials
Sri Lanka Licensed Surveyor Exam study resources

Sri Lanka Licensed Surveyor Exam flashcards

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32 cards. Read the term and the definition here. The deck at the top of this page is optional.

Parcel boundary
The legally recognized line separating adjacent land parcels, established by original survey monuments, natural features, and the approved cadastral plan rather than by deed area alone.
Coordinate area formula
A method for computing a closed parcel's area from coordinates: twice the area equals the absolute sum of cross products x_i y_{i+1} minus x_{i+1} y_i around the boundary.
Boundary monument
A physical mark, such as a concrete post or iron pin, placed at a parcel corner to evidence the boundary location; its identity and condition affect boundary weight.
Geoid
An equipotential surface of Earth's gravity field that approximates mean sea level and serves as the reference for orthometric heights; it is not a regular ellipsoid.
Orthometric height
The height of a point above the geoid, measured along the gravity vertical; it is obtained from GNSS ellipsoidal height by subtracting geoid separation.
Kandawala datum
Sri Lanka's legacy geodetic datum used for national mapping, referenced to the Everest 1830 ellipsoid; coordinates must be transformed before combining with modern geocentric GNSS data.
Sri Lanka Datum 1999
Sri Lanka Datum 1999, a geocentric datum aligned with ITRF-class coordinates and adopted to support GNSS positioning and modern national mapping in Sri Lanka.
Departure
The east-west component of a survey line, computed as distance times the sine of azimuth measured from north; the sum of departures closes a traverse.
Inverse computation
The computation of distance and azimuth between two points from their coordinate differences, using Pythagoras for distance and atan2 for bearing.
Bowditch rule
A traverse adjustment rule that distributes latitude and departure misclosure in proportion to each leg's length, commonly used for compass-rule adjustment.
Least-squares adjustment
An estimation method that minimizes the weighted sum of squared residuals to determine unknown coordinates and parameters from redundant observations.
Registration of Title Act
Sri Lanka's Act No. 21 of 1998, which establishes title registration in which the register, rather than the chain of deeds, is the primary evidence of ownership.
Prescription Ordinance
Sri Lanka's Prescription Ordinance No. 22 of 1871, which permits acquisition of land rights by adverse possession after the statutory period, commonly ten years, subject to legal conditions.
Survey Act No. 17
Sri Lanka's Survey Act No. 17 of 2002, which provides for the Surveyor General, licensing of surveyors, survey standards, and the legal framework for cadastral surveys.
Fixed boundary
A boundary whose location is determined by survey monuments and coordinates, rather than by general topographic features, and is legally fixed by the survey record.
RTK fixed solution
A GNSS relative positioning result in which carrier-phase integer ambiguities are resolved, giving centimetre-level accuracy; it must be distinguished from a float solution.
PDOP
Position dilution of precision, a measure of satellite geometry strength; lower PDOP indicates better geometry and generally smaller position uncertainty.
Setting out
The survey process of transferring design positions, levels, and alignments from plans to the ground using control points and verified measurements.
Vertical curve K value
The length of vertical curve per one percent change in grade, computed as K = L/A; larger K gives a gentler rate of grade change.
Contour interval
The vertical distance between adjacent contour lines on a topographic map, selected from map scale, relief, and intended use.
Breakline
A line in a terrain model that constrains triangle edges along ridges, channels, embankments, or other abrupt changes in slope.
Map scale
The ratio of map distance to corresponding ground distance, often expressed as a representative fraction such as 1:10,000.
Grid convergence
The angle between grid north and true north at a point, approximately Δλ sin φ for a Transverse Mercator projection; used to reduce azimuths.
Ground sample distance
The ground footprint of one image pixel, computed as pixel size times flying height divided by focal length; it expresses photogrammetric resolution.
LiDAR point cloud
A set of three-dimensional points with x, y, z coordinates and attributes produced by laser scanning; classification separates ground, vegetation, and structures.
Cadastre
A parcel-based land record showing boundaries, identifiers, and sometimes rights and values, used for land management, taxation, and planning.
Bim Saviya
Sri Lanka's national land title registration programme, implemented under the Registration of Title Act, converting deed-based records into registered title linked to parcel maps.
LADM
The Land Administration Domain Model, ISO 19152, which defines parties, rights, responsibilities, restrictions, and spatial units for land administration systems.
Conflict of interest
A situation in which a surveyor's personal, financial, or other interest could improperly influence professional judgment; it must be disclosed and managed.
Professional negligence
Failure by a surveyor to exercise the care and skill of a reasonably competent professional, resulting in loss or damage to a client or third party.
Chart datum
The low-water reference surface to which charted depths and drying heights are reduced, chosen so that most depths are positive.
Sounding reduction
The process of correcting observed depths for tide height and instrument draft to produce depths relative to chart datum, with consistent sign conventions.