CHAIN SURVEYING
General:- Chain Surveying-Terms commonly used in Chain Surveying-
Operations in Chain Surveying- offsetting--Exampies on Limiting Length of
offsets-Instruments used for setting out right angles, Cross-staff, optical
square, prism squareConventional signs or symbols yield-work in Chain
Surveying-Recording field notes--Plotting a Chain Surveying Obstacles in
chaining-Examples on obstacles in chainingSome typical probłems in
ranging and chaining-Construction of scales--Exercise No. 3.
General : According to the place of work, surveying is classified into
(i) Land Surveying (ii) Marine Surveying and (ii) Aerial Surveying. Land
surveying can be done either by traversing or by triangulation. In travering.
a series of connected lines whose lengths are measured with chain or tane
and directions are determined with the angular instruments are run around
the area to be surveyed; whereas in triangulation, the area is divided into
network of triangles, the leng ths of whose sides are measured directly or
indirectly. A triangle can very easily be plotted if the length of its sides are
known.
Chain Surveying :
It is the method of surveying in which the area is divided into network
of triangles and the sides of the various triangles are measured directly in
the field with chain or tape and no angular measurements are taken. It is
the simplest kind of surveying and is most suitable when the area to be
surveyed is small in extent and is fairiy level and open with simple details.
It is unsuitable for large areas and for areas crowded with many details and
over difficult country as in such cases the formation of triangles becomes
difficuit.
surveyed into a network of connected triangles as a triangle is the oniy
simple figure that can be plotted from the lengths of its sides measured in
the field. Since triangulation forms the principle of chain surveying, the
chain survey is also sometimes called as chain triangulation.
If the area to be surveyed is triangular in shape and if the lengths and
sequence of its three sides are recorded, the plan of the area can be easily
drawn.
But if the area has more than three straight boundaries, for example
as in fig. 3.1 (a) it is no longer sufficient to measure lengths of the sides
only. The field measurements must be so arranged that the area can be
plotted by laying down triangles. Several arrangements should be.made
satisfying this condition but only twO are given here as shown in fig. 3.1.
(b) and (c).
3.2. Terms commonly used in Chain Surveying :
1. Frame work : The system of lines or triangles covering the area to
be surveyed is called Framne work or skeleton or survey such as ABCDE in
fig. 3.2. The arrangement of triangles depends upon the nature ánd shape
of the area to be surveyed.
Since an equilateral triangle can be more accurately plotted than an
obtuse-angled triangle, therefore, as far as possible, the triangles formed in
a chain survey should be nearly equilateral. The triangles in which the
angles are neither very acute nor very obtuse i.e. all angles are greater than
30° and less than 120° are called well conditioned or well shaped triangles
and are always preferred in a chain survey. A triangle which is almost an
equilateral one is the best suited for plotting work and is known as the best
conditioned triangle. The triangles having angles less than 30° or greater
than 120 are known as bad conditioned or ill conditioned triangles and
Should always be avoided. If however they cannot be avoided, great care
must be taken during their chaining and plotting.
2. Survey Stations. The ends of a chain line denote the Survey
Stations. These are (i) main survey stations, and (ii) subsidiary or tie
stations.
