LESSON 4: LEVELING METHODS Flashcards

1
Q

A branch of surveying that deals with the measurement of the elevation of different points with respect to a fixed line call datum. Its goal is to establish, verify, or measure the height of specified points in relation to the datum.

A

LEVELING

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2
Q

The most used method of leveling. In this method, measurements are observed directly from the leveling instrument.

A

DIRECT LEVELING

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3
Q

Performed only when the points are nearer to each other without
any obstacles.

A

Simple Leveling

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4
Q

Performed when the distance and the elevation between two points is too great, and if there are obstacles intervening

A

Differential Leveling

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5
Q

Performed when the benchmark is very far from the workstation. (not highly precise)

A

Fly Leveling

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6
Q

Generally adopted to find elevation of points along a line

A

Profile Leveling

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7
Q

Known as longitudinal sectioning

A

Profile Leveling

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8
Q

A particularly accurate method of differential leveling which uses highly accurate levels and more rigorous procedures

A

Precise Leveling

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9
Q

Performed when it is not possible to locate the leveling instrument in between the inter-visible points

A

Reciprocal Leveling

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10
Q

When the elevation of points or the difference between points is measured from the observed horizontal distances and vertical angles in the field

A

TRIGONOMETRIC LEVELING

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11
Q

Known as indirect leveling

A

TRIGONOMETRIC LEVELING

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12
Q

Another indirect leveling where differences in height are determined by measuring the differences in atmospheric pressure at various elevations.

A

BAROMETRIC LEVELING

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13
Q

A modified form of trigonometric leveling in which the tachometer principle is used to determine the elevation of points.

A

STADIA LEVELING

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14
Q

It is more accurate and suitable in hilly terrains

A

STADIA LEVELING

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15
Q

The amount by which the horizontal line departs from the earth’s surface (which is a level surface)

A

effect of earth’s curvature

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16
Q

Very simple but relatively easy way to determine error in the line of sight of a level. It can determine the correction needed to make the line of sight horizontal.

A

Two-peg test