The direction of the magnetic meridian is established at each traverse station and the direction of the line is determined with reference to the magnetic meridian, this method of traversing is known as-
Loose needle method
Traversing is a fundamental surveying technique used to establish the relative positions of points by measuring the lengths and directions of a series of connected lines. These lines form a traverse, which can be open or closed. The direction of each line is crucial for accurately mapping the area.
The magnetic meridian at any given point on the Earth's surface refers to the direction indicated by a freely suspended magnetic needle when it comes to rest, aligning itself with the local direction of the Earth's magnetic field. It serves as a primary reference direction for determining the bearings or directions of survey lines in compass surveying.
The question describes a specific method of traversing where:
This precise procedure is the defining characteristic of the Loose Needle Method of traversing. In this method, for every setup at each new traverse station:
This approach allows for continuous checking and adjustment for local magnetic attractions at each traverse station, as the magnetic meridian is re-established independently at every point.
To clarify why the Loose Needle Method is the correct answer, let's briefly consider the other options in the context of traversing:
Given the detailed description in the question, where the magnetic meridian is established at each traverse station and used as a reference to determine the direction of the line, the method of traversing being described is unequivocally the Loose Needle Method.
What is the permissible closing error in a traverse (et) of total length of 2500 m and what is the permissible closing error in levelling (el) in a bench mark at distance of 1600 m.
Which of the following is NOT an angle and distance method traverse survey plotting?
The omitting error of a line lies in the South-West quadrant having a length ‘l’ and reduced bearing θ. The latitude ‘L’ and departure ‘D’ are computed by:
Checks in closed traverse by deflection angles, the algebraic sum of the deflection angles should be equal to:
In any case, to get a well-proportioned or well-shaped triangle, no angle should be less than ______.