Dear Student, it is to inform you that I am
going to make internal assessment for you in Advanced Surveying. So meet with me as soon as possible.
prashant mukherjee [civil
engg deptt]
Roll No.
|
Enrollment No.
|
Student Name
|
Sub Code
|
Subject Name
|
Term
|
110107206
|
11setcivl099
|
Tushar Vasudev
|
Cvl 003
|
Advanced urveying
|
VI
|
110107196
|
11setcivl271
|
Sonu Kumar
|
Cvl 003
|
Advanced Surveying
|
VI
|
110107124
|
11setcivl145
|
Nikhil Sharma
|
Cvl 003
|
Advanced Surveying
|
VI
|
110107201
|
11setcivl322
|
Sumit Chapagain
|
Cvl 003
|
Advanced Surveying
|
VI
|
110107132
|
11setcivl056
|
Pavan Kumar Varshney
|
Cvl 003
|
Advanced Surveying
|
VI
|
100107108
|
10setcivl182
|
Mayank Bhardwaj
|
Cvl 003
|
Advanced Surveying
|
VI
|
100107049
|
10setcivl353
|
Bharat Singh Nagar
|
Cvl 003
|
Advanced Surveying
|
VI
|
090107031
|
09setcivl188
|
Arun Chaudhry
|
Cvl 003
|
Advanced Surveying
|
VI
|
090107084
|
09setcivl172
|
Munesh Kumar Sharma
|
Cvl 003
|
Advanced Surveying
|
VI
|
Syllabus for Advanced
Surveying
Unit
I: Field
Astronomy
Definitions
of astronomical terms, coordinate systems for locating heavenly bodies.
Geographic, Geodetic, Geocentric, Cartesian, Local and Projected coordinates
for earth resources mapping. Convergence of meridian, parallel of latitude,
shortest distance between two points on the earth, determination of latitude
and longitude.
Unit II: Basics of Geodesy
Introduction
to Spherical Trigonometry and Spherical Coordinates; History and Development of
Geodesy, Geodetic, Datums and Control; Networks; Understanding the Geometry of
Reference Ellipsoid , Reference Coordinate Systems, Coordinate or datum
Conversion, Lines (curves) on the Ellipsoid, Normal sections and geodetic
lines, Radii of curvature and calculation of lengths of lines; Direction of
lines on the ellipsoid
Unit
III: Theory
of errors and Adjustment of survey measurements
Sources
of errors; types of error; accuracy and precision, propagation ofvariance/covariance
and adjustment of errors using observation equation and condition equation
approach (approximate and matrix-based solution) with example on adjustment of
level nets, traverse, triangulation figures.
Unit
IV:
Triangulation and Trilateration
Necessity
of Control Surveying, Principle of Triangulation and Trilateration
classification of Triangulation Systems Station Marks, Towers and Signals,
Satellite station, Intersected and Resected points, Reconnaissance, Indivisibility
of stations, Angular Measurement, Base line measurement and its extension
Unit
V: Setting
out
Need
of setting out; Control for setting out: Vertical and Horizontal control;
Protection and referencing of controls, Basic setting out procedures: angle
distance, distance, angle-angle; Use of grids in setting out; Use of total
station and GPS in setting out; Special instruments for setting out: rotating
laser, zenith-nadir plumb, Setting out building foundation and floors;
Controlling verticality of structures; Route setting out: Setting out curves: simple
and transition curves, vertical curves
Unit
-VI: Project
Survey
General
requirements and specifications for Engineering project surveys, Reconaissance,
Preliminary and Location surveys for highways, railways and canals, Correlation
of surface and underground surveys in case of culverts, Bridges and Tunnels;
Principles and practice of hydrographic surveys, Layout of culverts, canals,
bridges and buildings.
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