SURVEYING CH 2 Flashcards

1
Q

5 kinds of measurement

A
  1. horizontal angles
  2. horizontal distances
  3. vertical (or zenith) angles
  4. vertical distances
  5. slope distances
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2
Q

is a comparison of the measured quantity with a standard unit or units employed for measuring a quantity of that kind.

A

direct measurement

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3
Q

when it is not possible to apply a measuring instrument directly to a quantity to be measured.

A

indirect measurement

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4
Q

SI unit for plain angles

A

radian

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5
Q

defined as an angle subtended by an arc of a circle having a length equal to the radius of the circle.

A

radian

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6
Q

minutes‘ seconds‘’

A

sexagesimal units

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7
Q

is the prccess of dropping one or more of the final digits so that the value contains only the significant figures required for further computation or for portraying the final results.

A

rounding off a value

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8
Q

the records of work done in the field

A

field notes

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9
Q

also known as electronic field book and survey controller

A

automatic data collector

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10
Q

This is the most important quality in all surveying operations.

A

accuracy

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11
Q

. A single omitted meaEurement or detail can nullify use of the notes for computing or plotting.

A

integrity

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12
Q

Notes can be used only if they are legible. A professional-looking set of notes is likely to be professional in quality.

A

legibility

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13
Q

Notes from appropriate to the particular survey contribute to accuracy, integrity, and legibility.

A

arrangement

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14
Q

Advance planning and proper field procedures are necessary to ensure clarity of sketches and tabulations, and to minimize the possibility of mistakes and omissions.

A

clarity

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15
Q

A good sketch will help to convey a correct impression. They are drawn freehand and of liberal size. The student should note that a sketch crowded with unnecessary data is often confusing.

A

sketches

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16
Q

A series of numerical values observed in the field are best shown in a tabulated format. This format prevents mistakes, allows easy checking, save time, make the calculation legible to others, and simplify the work of the person checking the field notes.

A

Tabulations

17
Q

provide a written description of what has been done in the field.

A

explanatory notes

18
Q

Calculations of one kind or another form a large part of the work of surveying. Most surveying-type computations are made algebraically by the use of simple arithmetical steps and trigonometric functions.

A

Computations

19
Q

The official name of the project or title of the field work should always be identified.

A

Title of the Field Work or Name of Project

20
Q

These entries are necessary to document the notes and furnish a timetable, as well as to correlate different surveys.

A

Time of Day and Date

21
Q

Temperature, wind velocity, typhoons, storms, and other weather conditions, such as fog, sunshine, and rain have a decided effect upon accuracy in surveying operations.
.

A

Weather conditions

22
Q

The chief of party, instrument man, tape man, and other members of the survey party must be identified.

A

Names of Group Members and Their Designations.

23
Q

All survey equipment used must be listed, including its make, brand, and serial number.

A

List of Equipments.

24
Q

The person who is responsible for the overall direction, supervision, and operational control of the survey party.

A

Chief of Party

25
Q

The person whose duty is to assist the chief party in the accomplishment of the task assigned to the survey party.

A

Assistant Chief of Party

26
Q

The person whose duty is to set up, level, and operate surveying instruments such as the transit, theodolite, total station, GPS and etc.

A

Instrument Man

27
Q

The person who is responsible for use and operation of all electronic instruments required in a field work operation.

A

Technician

28
Q

. The person whose duty is to perform all computations of survey data and works out necessary computational checks required in a field work operation.

A

Computer

29
Q

The person whose duty is to keep a record of all sketches, drawings, measurements and observations taken or needed for a field work operation.

A

recorder

30
Q

The person responsible for the accuracy and speed of all linear measurement with tape.

A

Head Tapeman

31
Q

The person whose duty is to assist the head tapeman during taping operations.

A

Rear Tapeman

32
Q

The person whose duty is to check linear measurement made by the tapeman.

A

pacer

33
Q

The person whose primary duty is to hold the stadia or leveling rod when sights are to be taken on it.

A

Rodman