SURVEYING - 1
CHAPTER – 1
SURVEYING
DEFINATION
SURVEYING CAN BE DEFINED AS “THE SCIENCE AND
ART OF DETERMINING THE RELATIVE POSITIONS OF VARIOUS POINTS ABOVE, ON OR BELOW
THE EARTH SURFACE WITH THE HELP OF MEASURING DISTANCE, DIRECTION AND ELEVATION
USING DIFFERENT INSTRUMENTS.
IMPORTANCE OF SURVEYING IN CIVIL ENGINEERING
v PLANNING PHASE
v DESIGNING PHASE
v CONSTRUCTION AND LAYOUT PHASE
PRIMARY DIVISION OF SURVEYING
1. PLANE SURVEYING
ü THE SURVEYING IN WHICH EARTH SURFACE IS ASSUMED
AS A PLANE AND THE CURVATURE OF THE EARTH IGNORED, IS KNOWN AS PLANE SURVEYING.
ü AREA IS LESS THAN 260 Sq.km.
ü LOW DEGREE OF ACCURACY
ü THE EARTH SURFACE IS ASSUMED TO BE PLANE THAT
IS TWO DIMENSION.
ü DONE LOCALLY BY THE INDIVIDUAL ORGANIZATION.
2. GEODETIC SURVEYING
ü THE SURFACE IN WHICH THE CURVATURE OF EARTH
SURFACE IS CONSIDERED IS KNOWN AS GEODETIC SURVEYING.
ü THE MAIN OBJECTIVE OF GEODECTIC SURVEYING IS TO
DETERMINE VERY PRECISELY THE RELATIVE OR ABSOLUTE POSITION ON THE EARTH’S
SURFACE OF A WIDELY POINTS.
ü AREA IS GREATER THAN 260 sq.km.
ü HIGH DEGREE OF ACCURACY
ü THE EARTH SURFACE IS ASSUMED TO BE SPHERICAL
THAT IS THREE DIMENSION.
ü DONE BY CONCERNED STATE OR GOVERNMENT DEPARTMENT.
DIFFERENCE BETWEEN PLANE SURVEY AND GEODETIC
SURVEY
|
S.NO. |
PLANE SURVEY |
GEODETIC SURVEY |
|
1. |
EARTH CURVATURE
IGNORED. |
EARTH CURVATURE IS
TAKEN INTO ACCOUNT |
|
2. |
AREA IS LESS THAN
260 Sq.km. |
AREA IS GREATER
THAN 260 Sq.km. |
|
3. |
LOW DEGREE OF
ACCURACY. |
HIGH DEGREE OF
ACCURACY. |
|
4. |
THE EARTH SURFACE
IS ASSUMED TO BE PLANE THAT IS TWO DIMENSIONAL. |
THE EARTH SURFACE
IS ASSUMED TO BE SPHERICAL THAT IS THREE DIMENSIONAL. |
|
5. |
DONE LOCALLY BY
INDIVIDUAL ORGANIZATION. |
DONE BY THE
CONCERNED STATE OR GOVERNMENT DEPARTMENT. |
|
6. |
ALL TRIANGLES
FORMED BY SURVEY LINES ARE CONSIDERED AS PLANE TRIANGLE. |
ALL LINES LAYING
IN THE SURFACE ARE CURVED LINES AND THE TRIANGLES ARE SPHERICAL TRIANGLES
HENCE INVOLVED SPHERICAL TRIGNOMETRY. |
|
7. |
CARRIED OUT FOR
ENGINEERING WORKS. |
ALL GEODETIC
SURVEY INCLUDES WORK OF LARGER MAGNITUDE AND HIGH DEGREE OF PRECISION. |
|
8. |
THE LEVEL LINE IS
CONSIDERED AS STRAIGHT. |
|
PLUMB LINE ASSUMPTIONS PLANE AND GEODETIC SURVEY
Plumb Bob Line is an imaginary line passing
longitudinally through its centre.
P.B.L. is parallel in case of Plane
Surveying.
P.B.L. always intersect at the center of
earth in case of Geodetic Surveying.
SECONDARY CLASSIFICATION OF SURVEYING
1. ACCORDING TO THE NATURE OF FIELD
I)
LAND SURVEY :
THE LAND SURVEY MA BE FURTHER SUB DIVIDED INTO
THE FOLLOWING TYPES WHICH MAY BE DESCRIBED BELOW.
a) TOPOGRAPHIC SURVEY
Ø THIS SURVEY IS CARRIED OUT FOR DETERMINING THE
NATURAL FEATURES OF THE COUNTRY SUCH AS HILLS, VALLEYS, RIVERS, FOREST, LAKES
etc.
Ø SCALE = 1:25000 TO 1:1000000 (1:10 LAKHS)
b) CADASTRAL SURVEY
Ø CADSTRAL SURVEY IS DONE TO FIX THE PROPERTY
LINE OF PERSONAL, MUNICIPALITIES, STATES etc.
Ø SCALE = 1:1000 TO 1:5000
c) CITY SURVEY
Ø CITY SURVEY IS DONE FOR CONSTRUCTION OF
STREETS, WATER SUPPLY SYSTEM, SEWER etc.
II)
HYDROGRAPHIC OR MARINE SURVEY
Ø IT DEALS WITH THE MAPPING OF LARGE WATER BODIES
FOR THE PURPOSE OF NAVIGATION, CONSTRUCTION OF HARBOR, PREDICTION OF TIDES AND DETERMINATION
OF MEAN SEA LEVEL.
III)
ASTRONOMICAL SURVEY
Ø ASTRONOMICAL SURVEY DEALS WITH THE
DETERMINATION OF ABSOLUTE LOCATION AND ABSOLUTE DIRECTION OF HEAVENLY BODIES
LIKE SUN, MOON etc.
2. ACCORDING TO THE PURPOSE OF SURVEYING
I)
MINE SURVEY : THIS IS USED FOR EXPLORING THE EARTH’S
MINERALS SUCH AS GOLD, COPPER, COAL, SILVER, etc. BETWEEN THE EARTH’S CRUST.
II)
GEOLOGICAL SURVEY: Geological Survey is carried out by geologists. It is
usually for the study of the earth’s rock structure. It helps to determine
different strata in the earth’s crust.
III) Archaeological Survey: As the name suggests, the Archaeological Survey is carried out by the Archaeologists for their study concerning the past. This survey helps to trace the relics of the past.
IV)
Military Survey: The Military Survey is carried out by every country
worldwide. A military survey is based on a broader spectrum. Military Survey
helps in determining the points of strategic importance for the country.
V)
ENGINEERING SURVEY
Ø This Survey Is Performed For Determining And
Collecting Data For The Design Of Engineering Works Such As Road, Railways,
Reservoir, Water Supply, Sewerage Etc.
Ø The Engineering Survey May Be Further Sub
Divided Into The Following Classes:
A)
RECONNAISSANCE SURVEY : It Is Used For Determining The Feasibility And
Rough Cost Of Scheme.
B)
PRELIMINARY SURVEY: It Is Used For Collecting More Precise Data To
Choose The Best Location Of The Works.
C) LOCATION SURVEYS: It Is Used For Setting Out The Work On The
Ground.
3. ACCORDING TO THE INSTRUMENT USED
A) CHAIN SURVEY
Ø It Is Simplest Type Of Surveying In Which Only
Linear Measurement Are Done With The Help Of Chain Or Tape.
B) COMPASS SURVEY
Ø In Which Horizontal Angles And Direction Of
Lines Are Measured With Compass And Length Of Line Are Measured With Chain Or
Tape.
C) PLANE TABLE SURVEY
Ø IN WHICH PLAN OR MAP IS PRODUCED BY DETERMINING
DIRECTION OF VARIOUS POINT AND A LINEAR MEASUREMENT WITH CHAIN OR TAPE.
Ø THE METHOD OF SURVEYING IN WHICH FIELD WORKS
AND PLOTTING ARE DONE SIMULTANEOUSLY, IS KNOWN AS PLANE TABLING.
D) LEVELLING
Ø SURVEYING IN WHICH ELEVATION OF VARIOUS POINTS
ARE MEASURED WITH A LEVELLING INSTRUMENT AND VERTICAL STAFF.
E) THEODOLITE SURVEY
Ø SURVEYING IN WHICH HORIZONTAL AND VERTICAL
ANGLES ARE MEASURED WITH THEODOLITE AND LENGTH IS MEASURED WITH CHAIN OR TAPE.
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