Surveying Flashcards

(51 cards)

1
Q

The art and science of determining angular and linear measurements to establish the form, extent and relative position of points, lines and areas on or near the surface of the earth or on other extraterrestrial bodies through applied mathematics and the use of specialized equipment and techniques.

A

Surveying

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2
Q

Two General Classifications of Surveying

A

Plane Surveying and Geodetic Surveying

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3
Q

Type of survey in which the earth is considered to be a flat surface, and where distances and areas involved are of limited extent that the exact shape of the earth is disregarded

A

Plane Surveying

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4
Q

surveys of wide extent which take into account the spheroidal shape of the earth.

A

Geodetic Surveying

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5
Q

usually closed surveys which are undertaken in urban and rural locations for the purpose of determining and defining property lines and boundaries, corners and areas.

A

Cadastral Surveys

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6
Q

surveys of the areas in and near a city for the purpose of planning expansions or improvements, locating property lines, fixing reference monuments, determining the physical features and configuration of the land, and preparing maps.

A

City Surveys

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7
Q

surveys which are undertaken at a construction site to provide data regarding grades, reference lines, dimensions, ground configuration and the location and elevation of structures which are of concern to engineers, architects and builders.

A

Construction Surveys

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8
Q

surveys executed in connection with forest management and mensuration, and the production and conservation of forest lands.

A

Forestry Surveys

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9
Q

refer to surveying streams, lakes, reservoirs, harbors, oceans and other bodies of water. These surveys are made to map shorelines, chart the shape of areas underlying water surfaces, and measure the flow of streams.

A

Hydrographic Surveys

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10
Q

sometimes known as optical tooling.

A

Industrial Surveys

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11
Q

It refers to the use of surveying techniques in ship building, construction and assembly of aircraft, layout and installation of heavy and complex machinery, and in other industries where very accurate dimensional layouts are required.

A

Industrial Surveys

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12
Q

surveys which are performed to determine the position of all underground excavations and surface mine structures, to fix surface boundaries of mining claims, determine geological formations, to calculate excavated volumes and establish lines and grades for other related mining work.

A

Mine Surveys

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13
Q

surveys which make use of photographs taken with specially designed cameras either from airplanes or ground stations.

A

Photogrammetric Surveys

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14
Q

involve the determination of alignment, grades, earthwork quantities, location of natural and artificial objects in connection with the planning, design, and construction of highways, railroads, pipelines, canals, transmission lines, and other linear projects.

A

Route Surveys

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15
Q

surveys made for determining the shape of the ground, and the location and elevation of natural and artificial features upon it.

A

Topographic Surveys

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16
Q

considered to be one of the best known of the
measuring instruments. It was developed sometime in 140B.C., and further improved by Ptolemy.

A

Astrolabe

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17
Q

The invention of this instrument was in 1607 and was accredited to Lippershey.

A

Telescope

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18
Q

The invention of this instrument is credited to Young and Draper who worked independently from each other sometime in 1830.

A

Transit

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19
Q

early surveying instrument which was used to measure and lay off angles, and establish lines of sight by employing peep sights.

A

Semicircumferentor

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20
Q

It consists of a board attached to a tripod in such a way that it can be leveled or rotated to any desired direction.

A

Plane table

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21
Q

was perfected by Heron of Alexandria, was used in leveling and for measuring horizontal and vertical angles. It consists of a copper tube supported on a standard and could be rotated in either a horizontal or vertical plane.

22
Q

It is an instrument for aligning or sighting points. It consisted basically of cross arms fixed at right angles and pivoted eccentrically upon a vertical staff.

23
Q

The instrument had an A – frame with a plumb line suspended from its apex and was used to determine the horizontal.

24
Q

a short auxiliary scale placed alongside the graduated scale of an instrument, by means of which fractional parts of the smallest or least division of the main scale can be determined precisely without having to interpolate.

25
An instrument developed by the Greeks sometime in 130B.C. It was used for leveling, laying off right angles, and for measuring horizontal and vertical angles.
Diopter
26
The magnetic compass came into wide use during the 13th century for determining the direction of lines and in calculating angles between lines.
Compass
27
was invented by Sir Edmund Gunter in 1620, was the forerunner of instruments used for taping distances. It is 66ft long and contains 100 links. Each link is 0.66ft long.
Gunter’s Chain
28
This instrument was designed for leveling work. It consisted of a horizontal straight-edge about 6m long with supporting legs, and a groove 2.5cm deep and 1.5m long on top.
Chorobates
29
a device for measuring time and meridian. It was first used by the Chaldeans in about 4,000B.C. It consisted of a slotted palm leaf through which to sight and a bracket from which a plumb bob was suspended.
Merchet
30
the process of determining the extent, size or dimensions of a particular quantity in comparison to a given standard.
Measurement
31
2 Surveying Measurements
Direct and Indirect Measurement
32
a comparison of the measured quantity with a standard measuring unit or units employed for measuring a quantity of that kind.
Direct Measurement
33
In this type of measurement, the observed value is determined by its relationship to some other known values.
Indirect Measurement
34
the international unit of linear measure. It is now defined as a length equal to 1,650,763.73 wavelengths of the orange-red light produced by burning the element krypton.
Meter
35
Units of Measurements
mega - 1,000,000 , kilo - 1,000 , hecto - 100 , deca - 10 , deci - 0.1 , centi - 0.01 , milli - 0.001 , micro - 0.000001 , nano - 0.000000001
36
The SI Units for plane angles
Radian
37
Defined as an angle subtended by an arc of a circle having a length equal to the radius of the circle
Radian
38
the process 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.
Rounding off numbers
39
the difference between the true value and the measured value of a quantity.
Error
40
inaccuracies in measurements which occur because some aspect of a surveying operation is performed by the surveyor with carelessness, inattention, poor judgment, and improper execution.
Mistakes
41
A large mistake
Blunder
42
Two types of Error
Systematic and Accidental error
43
one which will always have the same sign and magnitude as long as field conditions remain constant and unchanged.
Systematic Error
44
error caused by factors beyond the control of the surveyor and are present in all surveying measurements.
Accidental Error
45
3 Sources of Errors
Instrumental Errors, Natural Errors, Personal Errors
46
errors due to imperfections in the instruments used, either from faults in their construction or from improper adjustments between the different parts prior to their use.
Instrumental Errors
47
errors caused by variations in the phenomena of nature such as changes in magnetic declination, temperature, humidity, wind, refraction, gravity, and curvature of the earth.
Natural Errors
48
errors arising principally from limitations of the senses of sight, touch and hearing of the human observer which are likely to be erroneous or inaccurate.
Personal Errors
49
indicates how close a given measurement is to the absolute or true value of the quantity measured.
Accuracy
50
refers to the degree of refinement and consistency with which any physical measurement is made.
Precision
51
the number of times something will probably occur over the range of possible occurrences.
Probability