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Geomatics Surveying
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Geomatics Surveying

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Questions and Answers

What is the purpose of including checks in a survey design?

  • To reduce the frequency of measurements
  • To detect and prevent errors from going undetected (correct)
  • To speed up the surveying process
  • To decrease the precision of the detail measurement
  • Why is it pointless to measure distances to points of detail to greater precision than 0.25 m at a scale of 1/1000?

  • Because the scale of the plan does not require that level of precision (correct)
  • Because the measurements are not necessary for the survey
  • Because the instruments used cannot measure that accurately
  • Because it is not possible to measure with that level of precision
  • What happens to the frequency of errors as experience is gained?

  • It decreases (correct)
  • It increases significantly
  • It remains the same
  • It becomes impossible to make errors
  • What is the purpose of measuring the diagonal AD in Figure 1.3?

    <p>To check the validity of the measurements</p> Signup and view all the answers

    What is the effect of increasing the scale of a plan from 1/1000 to 1/100?

    <p>The precision of the detail measurement increases</p> Signup and view all the answers

    What is the purpose of designing methods of recording observations and computation?

    <p>To show up errors in these processes</p> Signup and view all the answers

    What is the benefit of including additional measurements in fieldwork?

    <p>It provides checks on the validity of the measurements</p> Signup and view all the answers

    Why is it necessary to include checks in a survey?

    <p>Because errors can be made in every aspect of surveying</p> Signup and view all the answers

    What is the term used to describe directions in land surveying?

    <p>Bearing</p> Signup and view all the answers

    What is the horizontal angle measured from a given reference point?

    <p>Bearing</p> Signup and view all the answers

    What is the line passing through the north and south poles of the Earth and the observer's position?

    <p>Astronomical meridian</p> Signup and view all the answers

    How many main types of bearings are there, depending on the reference direction or meridian used?

    <p>Four</p> Signup and view all the answers

    What is the bearing measured with respect to the true/geographical/astronomical meridian?

    <p>True/Astronomical bearing</p> Signup and view all the answers

    What is determined by astronomical observations?

    <p>True/geographical/astronomical meridian</p> Signup and view all the answers

    What is the center of rotation/angular displacement in measuring bearing?

    <p>Observer (O)</p> Signup and view all the answers

    What is the term used to describe the reference directions or lines used in surveying for bearings?

    <p>Meridians</p> Signup and view all the answers

    What is the magnetic bearing of the line recorded on the old survey plan in Example 2?

    <p>N34°30'W</p> Signup and view all the answers

    What is the annual change in declination in Example 2?

    <p>2' eastward</p> Signup and view all the answers

    What is the declination in 1970 for the area in Example 2?

    <p>10Ëš00' W</p> Signup and view all the answers

    What is the declination in 1910 for the area in Example 2?

    <p>12Ëš00' W</p> Signup and view all the answers

    What is the change in declination in 60 years in Example 2?

    <p>02Ëš 00' (Eastwards +)</p> Signup and view all the answers

    What is the magnetic bearing AD in Example 1?

    <p>54Ëš30' E</p> Signup and view all the answers

    What is the true bearing in Example 1?

    <p>71Ëš 53'</p> Signup and view all the answers

    What is the change in declination in Example 1?

    <p>-7' (westward)</p> Signup and view all the answers

    What is the term for the process of determining the position of points relative to others?

    <p>Surveying</p> Signup and view all the answers

    What is the primary instrument used in theodolite surveying?

    <p>Theodolite</p> Signup and view all the answers

    What is the purpose of control points in surveying?

    <p>To provide a system of horizontal controls</p> Signup and view all the answers

    What is the term for the process of estimating the feasibility of a survey project?

    <p>Reconnaissance</p> Signup and view all the answers

    What is the term for the process of determining the position of points using angles only?

    <p>Trigonometry</p> Signup and view all the answers

    What is the term for the process of recording and documenting survey measurements?

    <p>Booking</p> Signup and view all the answers

    What is the instrument used to measure vertical and horizontal distances during Tacheometric surveys?

    <p>Theodolite</p> Signup and view all the answers

    What is the term for the process of presenting survey data in a graphical format?

    <p>Plotting</p> Signup and view all the answers

    What does a large closing error indicate?

    <p>Faulty chaining or plotting</p> Signup and view all the answers

    What is the purpose of adjusting the traverse?

    <p>To eliminate the closing error</p> Signup and view all the answers

    What is the method of distributing the error called?

    <p>The Bowditch adjustment method</p> Signup and view all the answers

    What is the direction of the shift in the traverse adjustment?

    <p>Parallel to the closing error</p> Signup and view all the answers

    What is the purpose of drawing lines parallel to AA' through each plotted station?

    <p>To distribute the closing error</p> Signup and view all the answers

    What is the result of simply joining E' to A?

    <p>A serious displacement and difference in length of the line EA</p> Signup and view all the answers

    What is the graphical method used for?

    <p>To adjust the traverse</p> Signup and view all the answers

    What is the name of the line in Figure 4.2 that represents the closing error?

    <p>AA'</p> Signup and view all the answers

    Study Notes

    Principles of Surveying

    • To ensure accuracy, measurements should not be taken to a greater precision than can be plotted on the plan
    • A scale of 1/1000 means distances on the plan are plotted to 0.25 mm, representing 25 cm on the ground, so measurements should not be taken to a greater precision than 0.25 m
    • A scale of 1/100 means distances on the plan are plotted to 2.5 cm, requiring a greater precision of measurement

    Provision of Adequate Checks

    • Errors can occur in every aspect of surveying, including operating and reading instruments, recording observations, and calculating and plotting results
    • Errors can be made even with increasing experience, so checks are necessary to detect and prevent them
    • Checks in fieldwork involve taking extra measurements to fulfill the geometrical requirements of the survey
    • Comparing measured and plotted values provides a check on the validity of measurements

    Basic Terminologies in Compass Surveying

    • Bearing: the horizontal angle measured clockwise from a given reference point or line
    • Meridian: a reference direction or line used in surveying for bearings
    • Types of reference directions (meridians) and bearings:
      • True/Astronomical bearing
      • Magnetic/Compass bearing
      • Grid/Map bearing
      • Local/Arbitrary bearing

    Compass Surveying

    • Magnetic bearing: measured with respect to the magnetic north
    • Declination: the angle between the magnetic and true north
    • True bearing: calculated from the magnetic bearing and declination

    Plotting by Protractor and Scale

    • A large closing error indicates faulty chaining or plotting
    • A small closing error can be eliminated by slightly modifying the shape of the polygon and closing the traverse
    • Adjusting the traverse involves distributing the error around the traverse by shifting each station proportionately to its total distance from the start of the traverse

    Types of Errors

    • Local attraction: an error that can be attributed to local attraction
    • Causes of errors:
      • Faulty chaining or plotting
      • Instrumental errors
      • Observational errors

    Land Survey Terms

    • Reconnaissance: a preliminary survey to gather information about the area
    • Station marking: identifying and marking reference points
    • Control points: reference points used to establish a system of horizontal controls
    • Control network system: a system of interconnected control points
    • Direction, distance, and elevation measurements: basic observable quantities necessary in position determination and fixing
    • Detailing: the process of collecting detailed data about the area
    • Booking: recording data and information during a survey
    • Plotting: the process of creating a map or plan from the collected data

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    Description

    Solve problems involving magnetic bearings, declination, and true bearings in geomatic engineering. Examples include calculating declination in different years and determining true bearings from magnetic bearings.

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