8 Flashcards

1
Q

What is the most commonly used surveying instrument for angle observation in the PAST?

A

Transits - simple form of theodolite with less precision, lacking scale magnification and mechanical meters, but light. Use vernier scales and external graduated circles.

Theodolites - consist of digital and non-digital. Use enclosed graduated circles and internal magnifying optical system. More precise

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2
Q

Total stations combine three components, what are they?

A

Electronic Distance Measuring (EDM)

Electronic Theodolite

Microprocessor

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3
Q

What can total station observe? From this data, what can they compute?

A

Slope distances, Horizontal and vertical angles

Can compute vertical and horizontal distance, elevations and coordinates

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4
Q

What does microprocessor do?

A

Assisting the operator step-step

Averaging the redundant angle and distance

Correcting observed distances

Making curvature and refraction corrections

Decomposing slope to hor and ver components

Calculating point elevations and coordinates

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5
Q

Parts of total station instruments

A

Telescopes - have reticles with cross hair and have peep sight

Eyepiece control knob - to focus the reticle

Objective control knob - focus the object

A clamp and tangent screw - enables the telescope to revolve horizontally and vertically

Tribrach - three screws for leveling, circular level, clamping device

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6
Q

Angle and distance’s relationship

A

Accuracy angle = accuracy distance/D

If known accuracy angle (“), find the accuracy distance by divide the angle with 206265” or 360/2phi to get unit of ppm

If known accuracy distance (no unit), find the accuracy angle by multiply the angle with 206265” or 360/2phi

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7
Q

How to observe horizontal angles?

A

For example, angle JIK. Put the instrument in the Middle point I, and J is the backsight with initial value 0, then turning to clockwise K is the frontsight (angle-to-the-right)

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8
Q

What is direction method?

A

Method to observing multiple horizontal angles by taking horizontal circle readings. Then, taking the difference between any two stations will result to the angle between them.

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9
Q

What is closing the horizon

A

Using direction method but including all angles around a point (so it makes circle). The final foresight point is the first backsight point and should be the same. Any difference is the misclosure.

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10
Q

Different of vertical angles and zenith angles

A

Vertical angle is measured up or down from horizontal plane ranging +-90degrees. It is ambiguous.

Zenith angle is measured down from the vertical axis and always clockwise. NOT ambiguous. Sum of direct and reverse angle = 360

Ex: see ppt 19

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11
Q

What is the formula measuring horizontal angle in total station?

A

If D<180 HRavg = (D + (R-180))/2

If D>180 HRavg = (D + (R+180))/2

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12
Q

What is used for sights and marks in total station

A

Prism poles (we use this), reflectors, reflective tape, tripod mounted targets

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13
Q

Explain prisms/retro reflectors (prism we used)

A

Measuring beams back to EDM for processing distance to ensure an accurate lengths greater than 3 km. Most prisms have an offset

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14
Q

Prolonging a straight line and Balancing in

A

PLEASE READ PPT 28 AND 29

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15
Q

With total station instrument, computed ………… can be obtained from ………..

A

Vertical distances (elevation) between points

Slope distances and zenith angles

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16
Q

The accuracy achieved is not only depended on ….. but also related to …. And …..

A

Instrumental design

Operator

Condition

17
Q

Source of error

A

Instrumental error

  • plate bubble out of adjustment (thus its not truly vertical). Cannot observe horizontal and vertical angles
  • error in references axes: horizontal axis not perpendicular to vertical axis, axis of sight not perpendicular to horizontal axis, vertical circle indexing error. (CAN BE FIXED BY AVERAGING DIRECT AND REVERSE)

Natural error

  • wind, vibrates the tripod and instrument
  • temperature, unequal expansion
  • refraction, keep lines of sight above the ground
  • tripod settlement

Personal error

  • miscentering over a point
  • bubbles not centered
  • improper use of screws
  • overly sights
  • carelessness
18
Q

Mistakes in total station

A

Sighting on wrong point

Wrong recording

Improper focusing the lenses

Leaning on the tripod

Placing hand on instrument