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INTRODUCTION OF SURVEYING
INTRODUCTION
REFERENCE ELLIPSOID
BASIC MEASUREMENTS
The geoid
PROTECTION AND REFERENCING
CONTROL NETWORKS
The ellipsoid
BASIC SETTING-OUT PROCEDURES USING COORDINATES
LOCATING POSITION
COORDINATE SYSTEMS
USE OF GRIDS
PLOTTING DETAIL
Geodetic coordinates
SETTING OUT BUILDINGS
Computer-aided design (CAD)
Cartesian coordinates
Error and uncertainty
Plane rectangular coordinates
SIGNIFICANT FIGURES
Height
ERRORS IN MEASUREMENT
WEIGHT MATRIX
LOCAL SYSTEMS
Probability
ERROR ANALYSIS
Deviation of the vertical
INDICES OF PRECISION
VARIANCE-COVARIANCE MATRIX OF THE PARAMETERS
COMPUTATION ON THE ELLIPSOID
COMBINATION OF ERRORS
Uncertainty of addition or subtraction
Eigenvalues, eigenvectors and error ellipses
BLUNDER DETECTION
RELIABILITY OF THE OBSERVATIONS
PRACTICAL CONSIDERATIONS
ESTIMATION IN THREE DIMENSIONS
LEVELLING
LEVELLING
OPTICAL METHODS
CURVATURE AND REFRACTION
MECHANICAL METHODS
EQUIPMENT
Weiss quadrilateral
INSTRUMENT ADJUSTMENT
PARAMETER VECTOR
Single wires in two shafts
Automatic level
DESIGN MATRIX AND OBSERVATIONS VECTOR
GYRO-THEODOLITE
PRINCIPLE OF LEVELLING
Plan network
SOURCES OF ERROR
Distance equation
LEVELLING APPLICATIONS
Direction & Angle equation
Direct and Indirect contouring
Controlling earthworks
RECIPROCAL LEVELLING
PRECISE LEVELLING
Parallel plate micrometer
ERROR ELLIPSES
Field procedure
Booking and computing
DIGITAL LEVELLING
Factors affecting the measuring procedure
TRIGONOMETRICAL LEVELLING
CONTOURING
TAPES
Introduction of Satellite positioning
FIELD WORK
GPS SEGMENTS
Measuring in catenary
GPS
DISTANCE ADJUSTMENT
SATELLITE ORBITS
Sag
BASIC PRINCIPLE OF POSITION FIXING
ERRORS IN TAPING
DIFFERENCING DATA
Tension,Sag and Slope
GPS OBSERVING METHODS
ELECTROMAGNETIC DISTANCE MEASUREMENT (EDM)
Kinematic positioning
ERROR SOURCES
Global datums
GPS SYSTEM FUTURE
DATUM TRANSFORMATIONS
GALILEO
ORTHOMORPHIC PROJECTION
APPLICATIONS
ORDNANCE SURVEY NATIONAL GRID
(t – T) correction
PRACTICAL APPLICATIONS
Contouring
HEIGHTING WITH GPS
Theodolite Surveying
PLANE RECTANGULAR COORDINATES
PRINCIPLE OF LEAST SQUARES
PRINCIPLE OF LEAST SQUARES
TRAVERSING
LINEARIZATION
LEAST SQUARES APPLIED TO SURVEYING
Reconnaissance
NETWORKS
LINEARIZATION
Sources of error
Traverse computation
TRIANGULATION
Resection and intersection
Resection
NETWORKS
INSTRUMENT ADJUSTMENT
FIELD PROCEDURE
Setting up using the optical plumb-bob
MEASURING ANGLES
Measurement by directions
SOURCES OF ERROR
Simple Curves
CIRCULAR CURVES
Plotted areas
RESPONSIBILITY ON SITE
PHOTOGRAMMETRY
SETTING OUT CURVES
PARTITION OF LAND
COMPOUND AND REVERSE CURVES
CROSS-SECTIONS
SHORT AND/OR SMALL-RADIUS CURVES
VOLUMES
TRANSITION CURVES
Effect of curvature on volumes
Centrifugal ratio
MASS-HAUL DIAGRAMS
CONTROLLING VERTICALITY
The equation of motion
Coefficient of friction
CONTROLLING GRADING EXCAVATION
Sources of error
SETTING-OUT DATA
ROUTE LOCATION
LINE AND LEVEL
Highway transition curve tables (metric)
THE OSCULATING CIRCLE
Transitions joining arcs of different radii (compound curves)
Coordinates on the transition spiral
VERTICAL CURVES
Vertical curve design
Sight distances
Permissible approximations in vertical curve computation
Branch :
Civil Engineering
Subject :
Surveying-I
Unit :
Simple Curves
SETTING OUT CURVES
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