civl102 surveying and surveying camp civl102 surveying and surveying camp
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CIVL102 CIVL102 Surveying and Surveying Surveying and Surveying
CampCamp
Basic Goal of SurveyingBasic Goal of Surveying
Obtain positions of built objects (3D)
Graphical representation of the Graphical representation of the results:results:
Paper form as a contour map
A plan at some suitable scale
Digital format (CAD)
Two Main Categories by sizeTwo Main Categories by size
1. Geodetic Surveying:
Large areas Considers curvature of the earth
Purposes:Purposes:
Determine figure of the earth (the “geoid”) and gravity field
Provide an accurate framework for a large survey
The GeoidThe Geoid Mean sea level (M.S.L.)
surface extended over the whole earth
Equipotential surface Perpendicular to direction of
gravity
Variations in the earth’s Variations in the earth’s mass distribution:mass distribution:
Geoid has irregular shape Cannot be mathematically
described in closed form.
Equatorial plane
Polar axisEllipsoid
Geoid
b
a
Equatorial plane
Polar axisEllipsoid
Geoid
b
a
Best-fitting Ellipsoid Model
Geodesists: often use the ellipsoid that best fits the geoid
Points on/ near earth surface: Given by geodetic latitude, longitude and height above ellipsoid
Fig. 1.1 The geoid (irregularities
greatly exaggerated)
Popular ellipsoid model: Popular ellipsoid model: Geodetic Reference System of 1980 (GRS80) Equatorial semi-axis a = 6378.1370 km; Polar semi-axis b = 6356.7523 km
Distortion inevitable when plotting a curved surface onto a flat map
Various map projection methods (mathematical geodesy)
Second Main Category by size:Second Main Category by size:
2. Plane Surveying
Relatively small areas Surface of the earth: “infinite horizontal plane”
Direction of gravity:Direction of gravity:
Constant over the entire site. Defines vertical lines ( “plumb lines”), Plane normal to a plumb line horizontal
plane.
Rectangular coordinate system: most suitable for plane surveying
For distance measurements: Flat earth assumption acceptable (up to 10 km 10 km) 10 km arc on earth surface: longer than subtended chord by < 10
mm
percentage error in length measurements: < 10/10000000 = 1 ppm (parts-per-million)
Laser instrument: typically error: 5 ppm Steel tape: no better than 100 ppm.
Plane surveying: suffices for all but the largest surveys Plane surveying: suffices for all but the largest surveys (for horizontal distances)(for horizontal distances)
Geodetic surveys: seldom performed by engineers in Geodetic surveys: seldom performed by engineers in private private
practicepractice
Types of Surveying Types of Surveying
Also classified by purpose - common types:
Topographic surveys
Determine locations & elevations of natural & constructed objects on the ground
For map making
Concerns all features of the landscape that can be shown for the particular map scale
Cadastral surveys
Determine lawful boundaries & areas of properties rather than detail features of the landscape
Used in legal disputes, taxation, etc.
Also called property surveys / boundary surveys
Engineering surveys
Surveying work for engineering projects before, during & after construction
E.g. setting out of tall buildings and dams; deformation monitoring after completion
Others:
Mining, hydrographic, highway, railroad, and tunnel surveys
In our course:
Mainly topographic and engineering surveying Implicit assumption:
Small sites Theory and techniques of plane surveying will
suffice
Note: Flat earth assumption may not hold for determination of
elevations
Tangent plane: deviates from spherical earth by
~ 2 m @ 5 km from point of tangency ~ 8 m @ 10 km (see Ex. 1.2).
Effects due to the earth’s curvature & remedies: Ch.2.
Survey results:Survey results: Often plotted on a plan True-to-scale representation of the area in a horizontal
plane
Measured: slope (inclined) distance
Plotted: horizontal projection
Height information conveyed on plan: use
Contour lines, or Spot levels (small “+”s with heights printed alongside)
Consider Fig. 1.2
Physical points A, B, and C
Essential information for Essential information for plotting:plotting:
Projections AB’ & AC’
In horizontal plane containing A (or any other horizontal plane)
A
C'B'
B
A' C
Fig. 1.2 Basic measurements in
surveying
5 basic quantities:
Slope distance AB, along with
Vertical angle B’AB (or zenith angle A’AB),
Horizontal distance AB’ = AB cos(BAB’)
Vertical distance B’B
Similar measurements: fix C relative to A,
Horizontal angle B’AC’ also needed to orient C relative to AB’ on the plot
A
C'B'
B
A' C
Fundamental techniques Fundamental techniques in surveyingin surveying
Other methods of measurementOther methods of measurement
Plan distance (e.g. AB’) by taping directly
Height difference (e.g. B’B, rise from A to B) by differential leveling (Ch. 2)
Detailed techniques: subsequent chapters.
Essential characteristic about surveying:Essential characteristic about surveying:
Before final details (such as C) can be surveyed: need reference points (e.g. A and B) to base the measurements on.
Control survey Control survey
Establish reference monuments Establish reference monuments ”Control points” Accuracy greatly affects final results Often run as first stage of survey project
Coordinate SystemsCoordinate Systems Coordinates to be calculated before plotting survey
results Use of appropriate coordinate system
Plane surveying:Plane surveying: Righted-handed, rectangular coordinate system x-y axes: on horizontal plane z-axis: // direction of gravity
Still need:Still need: Suitable origin and orientation
Based on physical entities
For For locallocal construction purposes: construction purposes:
An artificial system may suffice, e.g. choose convenient point “A” on site as origin
Usually assigned +ve (large) x, y coordinates -> all positive horizontal coordinates in the area
Point “B” picked relative to A Line AB (horizontal projection) defines “artificial
north”
AB often chosen // (or per.) to most building lines Height “0” (or other reference value) assigned to a
convenient point
All other coordinates calculated relative to these
Surveys over extended public areas:Surveys over extended public areas:
Often tied to an official coordinate system Primary level of control: from government authority
Official rectangular coordinate system: Official rectangular coordinate system: usually:usually:
x- and y-axes: directions of east and north Coordinates values along x, y axes: eastings (E) and
northings (N) Origin: usually in the country / region; assigned +ve
& large (E, N) all other horizontal coordinates positive
“0” of z-axis: often defined at mean sea level (M.S.L.)
Measuring angles and directions
Compass
Observe bearings
Used in reconnaissance and hasty work
Theodolite
A telescopic sight pivoted both horizontally & vertically
Built-in graduated circles for measuring horizontal & vertical angles
Angles: usually displayed in the /’/” system
2 radians = 360 (degrees); 1 = 60’ (minutes); 1’ = 60” (seconds)
Theodolites sold in Europe: g/c/cc system: angles in gons (or grads)
360 = 400g (gons); 1g = 100c; 1c = 100cc
Note: 50g79c98cc : conveniently expressed as 50.7998g
Theodolites used on construction sites: 20”, 6”, 5” or 3” of arc
Geodetic theodolites: 1” or even 0.1”
Optical theodolite & angle readings
Electronic theodolite with EDM mounted on top
Measuring lengths
Measuring tape Direct linear
measurements
Cheap
For small details
Fiberglass measuring tape
Steel tape
Electronic Distance Measurement (EDM)
Laser equipment for very accurate distance measurement
Measure up to thousands of meters with only a few mm’s error
Used in all serious control work, and often in detail surveys as well
EDM EDM & rechargeable battery
Measuring height differences:
Level & staff
Level: has telescope that can rotate about vertical axis, maintaining horizontal line of sight
Staff: long rod held vertically over point of interest, provides height readings to be read by the level
A pair of readings determines the change in height
Automatic Level Staff Readings ona staff
The tripod Three-legged stand with
pointed metal shoes Most surveying
instruments: mounted on top of tripods during use
Tripod legs: maneuvered to make instrument roughly horizontal & centered over the station marker, followed by fine adjustments on the instrument.
Surveying equipment mounted on a wooden tripod
More advanced instruments
Total station Theodolite, EDM, data
processor & display unit combined
Instant data conversion into 3-D coordinates
Interface with computers
Total station with memory cards
Aerial camera
Produces aerial photos for topographic, engineering, & cadastral surveys
Stereoscope
Used to view stereoscopic pairs of aerial photos; approximate heights of objects can be determined by stereoscopic viewing.
Global Positioning System (GPS)
Satellites-based systems giving accurate 3-D coordinates of point on earth occupied by a GPS receiver. Also used for navigation purposes
Computing tools Computers, plotters, spreadsheets & CAD: invaluable
tools for the surveyor
Saves hours of time & potential mistakes
Applications:
Automating long & routine calculations (Ch.2,4)
Least squares adjustment (Ch.1,2,3,4)
Graphical solutions (Ch.3,4,6)
Plotting thousands of points with little effort (Ch.5), etc.
Preliminaries, Planning, & General Preliminaries, Planning, & General
RulesRules
Any survey project:Any survey project:
Involves a series of measurements Errors accumulate
Fundamental principle of surveying:Fundamental principle of surveying:
Work from the whole to the part
1. Establish overall framework
Covering the whole area
Refined methods & instruments
Minimal number of points minimize error
Cheaper & quicker methods used meaningless for subsequent measurements
to be more precise than underlying framework
Carry out all measurements (& calculations) so that final product meets accuracy required by the purpose of survey
Suit the means to the end since accuracy is costly in speed & resources.
2. Fill in details based on accurate control framework