Fce 552 part2
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Transcript of Fce 552 part2
A plane passing through a point on the
surface of the Earth and containing the Earth’s
axis of rotation defines the astronomical
meridian at the point.
The direction of this plane may be
established by observing the position of the sun,
or a star, or by observing a planet.
By popular usage the intersection of this
meridian plane with the surface of the Earth is
known as the true meridian.
DIRECTION OFA LINE:
Dept. of Geospatial & Space Technology
University of NairobiB.Sc. (Civil Engineering)
Astronomical Meridian
FCE 552: Engineering Survey IV
The Earth acts very much like a bar magnet with a
north magnetic pole located considerably south of the
north pole defined by the Earth’s rotational axis.
The magnetic pole is not fixed in position, but
rather changes its position continually.
A magnetised needle freely suspended on a pivot
will come to rest in a position parallel to the magnetic line
of force acting in the vicinity of the needle.
The direction of the magnetised needle defines the
magnetic meridian at the specific time.
Unlike the true meridian, whose direction is fixed,
the magnetic meridian varies in direction.
Dept. of Geospatial & Space Technology
University of Nairobi
Magnetic Meridian
FCE 552: Engineering Survey IV
B.Sc. (Civil Engineering)
For convenience in a survey of limited extent, any
line of the survey may be assumed to be a meridian or a
line of reference. An assumed meridian is usually taken to
be in the general direction of the true meridian.
Dept. of Geospatial & Space Technology
University of Nairobi
Assumed Meridian
Convergence of Meridians True meridians on the surface of the Earth are lines
of geographic longitude, and they converge toward each
other as the distance from the equator towards either of
the poles increases.
The amount of convergence between two meridians
in a given vicinity depends on i) its distance north or
south of the equator and
ii) the difference between the longitudes of the two
meridians.
FCE 552: Engineering Survey IV
B.Sc. (Civil Engineering)
The azimuth of a line on the ground is the horizontal
angle measured from the plane of the meridian to the
vertical plane containing the line.
Azimuth gives the direction of the line w.r.t. the
meridian.
It is usually measured in a clockwise direction w.r.t.
either the north meridian or the south meridian.
In astronomical and geodetic work azimuths are
measured from the south meridian. In plane surveying
azimuths are generally measured from north.
A line may have an azimuth of between 0 – 360.
Dept. of Geospatial & Space Technology
University of Nairobi
Azimuth of a line
FCE 552: Engineering Survey IV
B.Sc. (Civil Engineering)
Azimuths are called true azimuths when measured
from the true meridian, magnetic azimuths when
measured from the magnetic meridian, assumed azimuths
when referred to an arbitrary north-south line, and grid
azimuths when referred to the central meridian in a grid
system.
The magnetic poles do not coincide with the poles
defined by the Earth’s rotational axis, and certain
irregularities in the Earth’s magnetic field cause local and
regional variations in the position of the magnetic needle.
The amount and direction by which the magnetic needle is
off the true meridian is called the magnetic declination.
Two azimuths differ from magnetic azimuths by the
magnitude of the magnetic declination at the time.
Dept. of Geospatial & Space Technology
University of Nairobi
FCE 552: Engineering Survey IV
B.Sc. (Civil Engineering)
Traverses, triangulation and trilateration particularly,
require azimuth control. The direction of a survey line
w.r.t. true north – the azimuth of the line – is
determined from theodolite observations to the stars
or the sun, which itself a star, presents special
problems when observed from the Earth. The
quantities observed are:
1. The horizontal angle between the star (sun) and a
reference object (RO) placed at some suitable point of
the survey, and either
2. The vertical angle to the star (sun) at the same instant
as the horizontal angle; or
3. The accurate time of the horizontal observation.
Dept. of Geospatial & Space Technology
University of Nairobi
FCE 552: Engineering Survey IV
B.Sc. (Civil Engineering)
The position of the star (sun) at the instant of
horizontal/vertical angle observation is
extracted from the star almanac.
The accuracy with which these quantities are
observed depends on the accuracy required of
the final azimuth, the particular method used,
and the position of the observer on the Earth.
Dept. of Geospatial & Space Technology
University of Nairobi
FCE 552: Engineering Survey IV
B.Sc. (Civil Engineering)