fundamentals of surveying
TRANSCRIPT
Unit Standards
Meter – Definition of length changed 9 times over about 200 years 1 m = 3.280833 ft (12/39.37) 1790 - equal to the length of a pendulum with a half-
period of one second 1791 - 1 / 10,000,000 of the distance from the equator to
north pole 1870’s - defined by Meter Bar in Paris as part of unit
standardization Standardized in 1959 as 1/3.280733 = 0.3048006 m in
relation to wavelengths of krypton gas Currently considered the time it takes for light to travel
thru vacuum in 1/299,792,458 seconds
Global Positioning Systems
Uses precision timing of satellite signals to determine location of user
Comprised of three segments Space – 24 satellites the size of a car Control – 5 world-wide base stations that
monitor altitude, position and speed User – GPS receivers used by the
general public, surveyors and the military
Trigonometry Review
The cosine function (cos) Cos(A) = opposite (b) /
hypotenuse (c)The tangent function
(tan) Tan(A) = adjacent (a) /
hypotenuse (b) Sin / Cos
The sine function (sin) Sin(A) = opposite (a) /
adjacent (c)
Angle – Distance Relationship
L = R * ThetaIf an error of 1 minute is present, a surveyors
line will be off 1 foot in 3440 feet 1/3440 ratio of precision
Angular Error Angular Precision
5' 1/688
30" 1/6880
1" 1/206,000
Example
Terms
Meridian – fixed line of referenceAstronomic north – direction of a line passing
through the astronomic north and south poles Determined by solar or Polaris observations Used as the basis for many surveys
Geodetic north Mathematical approximation of earth
Magnetic meridian Direction the compass points Changes over time
Assumed meridian Arbitrary direction
Vernier Compass
• 138 degrees 45 minutes to the right, 221 degrees 15 minutes to the left
Definitions
Trigonometric Leveling