HORIZONTAL DISTANCE MEASUREMENT #2

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17 Terms

1
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Head tapeman

- person responsible for the accuracy and speed of

all linear measurements with the tape; person who carries out the zero

end of the tape ahead

2
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Recorder

- keeps a record of all the measurement, sketched, and

observations taken during the process of measurements; checks to

pace of all measurements made by the tapemen for possible errors,

mistakes and blunders

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Flagman

- person whose duty is to hold the range pole(or flag pole)

at selected points; help the tapeman in making measurements and

assists in clearing out obstructions along the line of sight to be

measured

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Rear tapeman

- person whose duty is to assist the head tapeman

during a taping operation; one who holds the 30-m end or any

intermediate meter mark of the tape during measurement

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1. Aligning the tape

2. Plumbing

3. Marking full tape length

4. Tallying tape measurements

5. Measuring fractional length

Procedure for Taping

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Breaking Tape

A standard practice to hold the tape horizontally above ground and to

plumb at one of both ends when taping is on sloping on uneven terrain

surface.

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Slope Taping

Made directly along the slopes when the ground is of uniform

inclination and fairly smooth, rather than break tape every few meters.

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Correction in Taping

to determine an unknown length

for the purpose of laying out a required or specified length

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Correction Due to Slope

When the distances are measured along the slope, the equivalent horizontal

distance may correspondingly be determined by applying an approximate slope

correction.

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Pythagorean theorem.

The correction for slope is derived by using the _____

Since triangle, ABC is a right triangle.

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Correction Due to Alignment

• It is usually difficult to keep the tape in perfect alignment with the end

marks when taping through grass or when a strong wind is blowing.

• Error due to alignment is generally the least important among the

different errors encountered in taping.

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Correction Due to Temperature

• The tape lengthens as the temperature rises and shortens are the temperature falls.

Any change in the length of a tape due to variations

• in temperature is critical when undertaking precise measurements.

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Correction Due to Tension

• During calibration, a tape is calibrated to a certain amount of standard pull

or tension on its end.

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Correction Due to Tension

When used in the field during taping, it is elongated or shortened

accordingly, depending on the amount of pull applied on it.

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The correction due to sag

is the difference in length between the arc formed

by the tape and the subtending chord.

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Correction Due to Wind

• A strong wind blowing perpendicular to the direction of taping will move

the middle and unsupported portion of the tape to one side of the line

measured.

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Combined Correction

• The correction for the effects of incorrect length of tape, temperature,

tension, slope, and sag may be combined as a single net correction per

tape length.