Showing posts with label Learn civil engineering basic to advance. Show all posts
Showing posts with label Learn civil engineering basic to advance. Show all posts

A TEXT BOOK OF BASIC CIVIL ENGINEERING SURVEYING PART2

 BASIC CIVIL ENGINEERING SURVEYING Part 2



7- Magnetic Meridian:
It is the direction indicated by a freely suspended and balanced
magnetic needle as in a compass, unaffected by local attractive forces. The
magnetic meridians vary with time and location.
8- Azimuths:
An azimuth is the direction of a line as given by an angle measured
clockwise from north end of a meridian. Azimuth range in magnitude from 0o
to 360o
.
9- Bearing:
A bearing is the direction of a line, measured clockwise or
anticlockwise from the north or south end of the meridian. It is always
accompanied by letters that state the quadrant in which the line falls(NE, NW,
SE, SW).

Fig.1.1 Azimuth and Bearing

10- Geographic Reference: (Geographic Coordinates)
The surveying involves in measuring the location of physical
land features relative to one another and relative to the defined reference on
the surface of the earth. The earth’s reference system is composed of the
surface divisions donated by geographic line of Latitude and longitude. 


Latitude: The imaginary line circles the earth sphere (globe) at equal
distances from the equator and parallel to it are called line of latitude.
They are used to measure direction of a place on the earth north or south of
the equator. The latitude measures the direction of a place on earth surface, in
degree, at the earth’s center, from the equatorial plane (See figure 1.4). The
equator is at 0o
latitude. The latitude angle is measured 90o max.
Longitude: The imaginary lines that make half circle around the earth sphere
(globe) and meet the geographical north and south poles are called line
meridians or line of longitude.
They are used to measure direction of a place on earth surface, in
degree, at the earth center, east or west from 0o longitude. The 0o longitude is
placed through Greenwich England and called Prime meridian.
The coordinates of a place on the surface of earth are represented as P
(Latitude, Longitude).For example: coordinates of Lahore are as (31.35N,
74.19 E)
The system of geographic coordinates is much used in navigation and
geodesy it is not used in plane surveying.
11- Grid Reference system: (Grid Coordinates)
The states adopted grid system of parallel horizontal and vertical lines.
Which are usually referred to the central meridian of the country and to the
equator so that one common datum for X and Y coordinates in horizontal
plane can be established.
In grid system the meridian of various stations (points) is considered
as parallel (contrary to the fact that they are converge to meet at poles) but the
grid size is limited so that no serious error will accumulate when the curvature
is ignored.
In grid coordinate system the location of a place is represents as
Northing (Y-coordinate) and Easting (X-Coordinate) from the origin of grid
reference. For example; the grid coordinates of a location P are as under;
𝑃 (
𝑁 = 156785𝑚
𝐸 = 25156𝑚
)
12- Vertical Reference: (Datum)

In additions to determining the locations of land features, the
surveying process also demands the altitude (elevation) of that land feature
relative to one another and relative to a reference datum.




A TEXT BOOK OF BASIC CIVIL ENGINEERING SURVEYING 2023 Part-1

    BASIC CIVIL ENGINEERING SURVEYING


(CIVIL - 104)FOR

D.A.E CIVIL TECHNOLOGY FIRST YEAR
APPROVED BY TEVTA PUNJAB .

  • PREFACE
  • The aim of this Text Book of Surveying is to present the subject in
  • such a lucid manner that students with a weak background of mathematics,
  • are able to follow the matter easily. Surveying techniques and computation of
  • field measurements have been presented in a simple manner as possible. To
  • make a clear understanding, there are numerous examples and illustrations
  • with description etc.
  • Since surveying mainly deals with positioning and its measurements, a
  • clear understanding of coordinates, linear and angular measurements are
  • essential. Therefore, these fundamentals have been described in great details.
  • Surveying techniques have been greatly affected by the computerization of all
  • measuring instruments. But the basic surveying methods and techniques are
  • still having the importance. For example, measurements with steel tape has
  • largely been replaced by electronics measurement, however, steel tape
  • measurement still are performed in many surveying and layout works.
  • The surveying skills cannot be obtained merely from a text book. It is
  • essential that students do a lot of field work and practice work. The authors
  • have brought out this book with the hope that it will stimulate enthusiasm
  • among students, teachers and all others who are interested in the field of
  • surveying.
  • This book covers the syllabus prescribed by “Punjab Boards of
  • Technical Education” Lahore. (Pakistan). We tried our best to make it easy
  • English Language and useful for students.
  • We are thankful to Engr. Syed Waqar Ud Din Manager Curriculum,
  • Engr. Abdul Wasay General Manager (ACAD) and worthy Chairperson
  • “TEVTA” showing keen interest for availability of technical books for D.A.E.
  • students.
  • Though every effort has been made to bring the matter in a simple
  • manner, still some shortcomings as well as error might have crept in, the
  • authors shall be highly thankful if these are pointed out. Valuable suggestions
  • for the improvement in the book will be highly appreciated. 

TABLE OF CONTENT
Ch.
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