TYPES OF SURVEYING & LEVELLING
Types of Surveying
There are many types of disciplines in surveying and a
surveyor during their career may decide to specialise in a particular
discipline or may gain experience in all disciplines. The main disciplines of surveying are:
Land
surveying:
Land surveying involves measuring and determining property
boundaries, which are used as the basis for all property transactions including
buying, selling, mortgaging and leasing.
Due to the importance of having a secure and strong property market, in
NSW a land surveyor needs to be registered to be able to carry out a land
survey.
Engineering
surveying:
Engineering surveyors are engaged in the construction
industry and ensure construction works are built in the correct location and as
per their design. They are generally
found on construction sites setting out various types of works such as
buildings, roads, bridges, tunnels and various other forms of infrastructure.
Mining
surveying:
Mining surveyors are involved in the development and
construction of mining operations and can generally be found above and
underground taking measurements to determine volumes and setting out new
excavations and tunneling. Mining
surveyors in NSW are registered due to many safety issues involved in mining
including ensuring mining does not encroach upon hazardous areas and future
subsidence.Hydrographic surveying:
Hydrographic surveying involves locating and measuring points
under the sea and on the shore. There
measurements are used to design infrastructure such as docks and jetties as
well as ensuring ships have enough clearance from the sea bed to safely travel
around the world. Using sonar scanners
they are able to provide a picture of the sea bed without needing to
get their feet wet and enabling the discovery of ship wrecks and other objects lost at sea.
Geodetic
surveying:
Geodetic surveyors are involved with undertaking very precise
measurements to determine the shape and size of the world and track the
movement of continents. Their
measurements are used in the monitoring of sea level rise, earthquakes, and the
tracking of satellites. Geodetic
surveyors are involved in the development of co-ordinate systems and datum’s
which are used in the productions of maps and plans.
Photogrammetry
and remote sensing:
Photogrammetry and remote sensing involves taking
measurements of the world via photography or other wavelength bands such as
infra-red or ultra-violet. Measurements
may be sources from aerial photography or satellite imagery. Photogrammetry and remote sensing is used to
map large areas and determine changes in the world over time.
Mapping:
The making of maps (Cartographic) has
become as high-tech as any other industry with Images taken by air craft and satellites. The cartographic then uses these images
combined with other information about the area to construct the maps.
Environmental
Planning:
Survey are involved in research projects such as global
warming, monitoring of existing environments such as whale moments in the
waters off the north coast of new south wales and providing environmental
impact statements for new development.
GPS
Satellite Surveying & Satellite Imagery:
Surveyors use Global Positioning System (GPS) in all kind of
Surveying. Satellite imagery is also being used to monitor movements on the
Earth’s surface earth quake zones potential mud solid or even troops on the
move in a war zone.
Types of Leveling:
Leveling is the measurement of geodetic height using an
optical leveling instrument and a level staff or rod having a numbered scale.
Common leveling instruments include the spirit level, the dumpy level, the
digital level, and the laser level.
Spirit
(optical) leveling:
Spirit leveling employs a spirit level, an instrument
consisting of a telescope with a crosshair and a tube level like that used by
carpenters, rigidly connected. When the bubble in the tube level is centered
the telescope's line of sight is supposed to be horizontal (i.e. perpendicular
to the local vertical).
The spirit
level is on a tripod with sight lines to the two points whose height difference
is to be determined. A graduated leveling staff or rod is held vertical on each
point; the rod may be graduated in centimeters and fractions or tenths and
hundredths of a foot. The observer focuses in turn on each rod and reads the
value. Subtracting the "back" and "forward" value provides
the height difference.
If the
instrument is placed equidistant from the two points to be measured, any small
errors in its adjustment and the effects of earth curvature and refraction will
tend to cancel out.
Leveling
procedure:
A typical procedure is to set up the instrument within 100 meters
(110 yards) of a point of known or assumed elevation. A rod or staff is held
vertical on that point and the instrument is used manually or automatically to
read the rod scale. This gives the height of the instrument above the starting
(back sight) point and allows the height of the instrument (H.I.) above the
datum to be computed.
The rod is
then held on an unknown point and a reading is taken in the same manner,
allowing the elevation of the new (foresight) point to be computed. The
procedure is repeated until the destination point is reached. It is usual
practice to perform either a complete loop back to the starting point or else
close the traverse on a second point whose elevation is already known. The
closure check guards against blunders in the operation, and allows residual
error to be distributed in the most likely manner among the stations.
Some
instruments provide three crosshairs which allow stadia measurement of the
foresight and back sight distances. These also allow use of the average of the
three readings (3-wire leveling) as a check against blunders and for averaging
out the error of interpolation between marks on the rod scale.
The two main
types of leveling are single-leveling as already described, and double-leveling
(Double-rodding). In double-leveling, a surveyor takes two foresights and two back
sights and makes sure the difference between the foresights and the difference
between the back sights are equal, thereby reducing the amount of error.
Double-leveling costs twice as much as single-leveling.
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