Q. Deflection angle may vary from __________ to __________

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Q. Co ordinate length measured parallel to an assumed meridian direction may be defined as _________

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Q. The departure of the survey line may be defined as its coordinate length at right angles to the meridian direction.

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Q. In which direction latitude of the line is positive?

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Q. In which direction latitude of the line is negative?

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Q. The departure of the line is negative in east direction.

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Q. In which direction the departure of the line is positive?

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Q. If l is the length of the line and angle made with y-axis is y° then latitude (L) of the line is ____

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Q. If l is the length of the line and angle made with y axis is y° then departure (D) of the line is ____

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Q. The total latitude and departure of any point with respect to a common origin are known as dependent coordinates.

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Q. Total latitude of end point of a transverse is equal to total latitudes of the first point of transverse plus the algebraic sum of all the latitudes.

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Q. When start point and end point of closed transverse not coincide then that error is called ____

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Q. The term used for the ratio of error of closure to a perimeter of transverse is the relative error of closure.

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Q. In a closed transverse, the sum of interior angles should be equal to (2N – 4) right angles. Otherwise, the error occurred termed as ____

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Q. Let e be the closing error in the bearing of the last line of a closed traverse having No sides. Then what is the correction for first line?

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Q. Let e be the closing error in the bearing of last line of a closed traverse having No sides. Then what is the correction for second line?

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Q. Let e be the closing error in the bearing of last line of a closed traverse having No sides. Then what is the correction for the third line?

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Q. Let e be the closing error in the bearing of last line of a closed traverse having No sides. Then what is the correction for the last line?

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Q. What is the term generally applied to the operation of applying corrections to the latitudes and departures?

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Q. Which of the following methods are not methods of adjusting a traversing?

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