Presentation Concepts v2
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Transcript of Presentation Concepts v2
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Concepts
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Plane survey(Plane angle)
Geodetic survey(Sphericalangle)
Triangulationsurvey
Traverse survey
Closed traverse(Includedangles)
Looped
Connecting
Open traverse(Deflectionangles)
Total survey
GPS
Laser survey
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Ext ri r angle
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L ped Stati nA is Fixed C nnecting Stati ns A & B are Fixed
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Foresight line
Prolongation of backsight line
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?
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The bearing ofaline isthe direction of the linewith respect to a givenmeridian. A bearing is
indicated by thequadrant in which the
line falls and the acuteangle that the linemakes with themeridian in that
quadrant.
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Theazimuth (or bearing) from A to B ( ) is determined by reducing the observed azimuth to therelative quadrant. In Figure, if the azimuth from Point A to the Azimuth Mark is 320, and observedangle "" from Station A between the reference azimuth point and Point B is 105, then the azimuthof the line from Point A to Point B "" is computed from:
Azimuth ( ) from A B = 105 - (360 - 320) = 65 [or bearing N 65 E ]
The computation of the difference in northing (dN) and the difference in easting (dE) requires thecomputation ofa right triangle. The distance from Station A to Station B ("s" in Figure, reduced tohorizontal, sealevel, corrected for grid scale, etc.) is the hypotenuse of the triangle, and thebearing angle (azimuth) is the known angle. The following formulas are used to compute dN and
dE: dN = s cos () dE = s sin ()8
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Differences in elevation are measured with respectto a horizontal line of sight established by theleveling instrument.
Once the instrument is leveled (using either a spiritbubble or automated compensator), its line ofsight lies in a horizontal plane.
Leveling comprises a determination of the
difference in height between a known elevationand the instrument and the difference in heightfrom the instrument to an unknown point bymeasuring the vertical distance with a precise orsemi-precise level and leveling rods.
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Applies the fundamentals of trigonometry to
determine the differences in elevation
between two points by observing horizontaldistance and
verticalangles above or below a horizontalplane
Trigonometric leveling is generally used for
lower-order accuracy vertical positioning.
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Trigonometric elevations over longer lines may needto be corrected for curvature and refraction.
Corrections are insignificant (< 0.02 ft) and
unnecessary for topographic survey distances of1,000feet or less. Wolfand Brinker formula is used to determine the
combined curvature and refraction correction fortrigonometric elevations observed over longer lines.
h = 0.0206 (F)2
whereh = combined correction for curvature and refraction in feet and
F= length of observed line in thousands of feet
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Uses the differences in atmospheric pressureas observed with a barometer or altimeter to
determine the differences in elevationbetween points. Least accurate of determining elevations. Should only be used when other methods are
not feasible or would involve great expense. Generally, this method is used for elevations
when the map scale is to be 1:250,000 orsmaller.
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Carrying alevel circuit across an area over
which it is impossible to run regular
differentiallevels with balanced sights. Most level operations require aline of sight to
be less than 300 or 400 feet long.
May be necessary to shoot 500-1,000 feet, or
even further, in order to span across a river,canyon, or other obstacle.
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3-wire leveling are short cross lines thatcannot be mistaken for the long centralline used for ordinary leveling.
The rod is read at each of the three lines and
the average is used for the final result.Before each reading, the level bubble is
centered.The half-stadia intervals are compared to
check for blunders.
Upper Wire: 8.698 2.155 :Upper IntervalMiddle Wire: 6.543
Lower Wire: 4.392 2.151 :Lower Interval
Sum 19.633 Difference = 0.004 only
Average 6.544 18
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International Terrestrial ReferenceFrame (ITRF). North American Datum of 1983 (NAD 83).
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Retro-reflectorprisms
Extendable
rods 20 feetand above
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Reference Base Remote (Rover)
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3D Laser Scanner Laser scanned and Rendered Image
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Rules WCB RB Quadrant
1 0 - 90 = WCB - 0 NE
2 90 - 180 = 180 - WCB SE3 180 - 270 = WCB - 180 SW
4 270 - 360 = 360 - WCB NWN
W E
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Rules RB WCB Quadrant
1 0 - 90 = RB - 0 NE
2 90 - 180 = 180 - RB SE3 180 - 270 = RB + 180 SW
4 270 - 360 = 360 - RB NWN
W E
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Direction of survey line
Bearing (direction relative to any meridian) or
Angle with relation to another line
Bearings
True meridian (with imaginary line betweengeographical north and south poles)
Magnetic meridian (direction shown by a freelysuspended magnetic needle)
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Thank you