engineering control and surveying eagd 3217 syllabus and revision
TRANSCRIPT
Engineering Control and Surveying
EAGD 3217
Syllabus and Revision
Course Syllabus
University of Palestine 2
Instructor:Osama DawoudBSc. Civil Engineering, IUG, GazaMSc. Water Resources and Environmental Engineering,
Jordan University for Science and Technology, JordanEmail: [email protected]
Course Information:Prerequisite: Surveying Semester: Second Semester 2010-2009Class time: Sat. 02:00 – 05:00
Course Syllabus
University of Palestine 3
Course Description:
• Angles, Directions and Angle Measurement Equipment (Ch. 5)
• Electronic Distance Measurements (Ch. 6)
• Coordinate Geometry and Traverse Surveying (Ch. 7)
• Route Surveying (Ch. 9)
• Horizontal Control Framework (Ch. 10)
• Int. to Photogrametry (Ch. 11)
• Int. to Global Positioning Systems (GPS) (Ch. 12)
• GIS Applications (Ch. 13)
Dr. Najeh S. Tamim
Surveying for Civil Engineers
Second Edition
2004
Text Book
Bannister and Raymond
Surveying
Sixth Edition
1994
Supplementary Book
Course Syllabus
University of Palestine 6
Course work:Assignments and homework 20%
(Participation 5 %)(Homeorks 10%)(Quizes 5%)
Lab 10%Midterm Exam 20%Final exam 50%
Course SyllabusDateTopic
1st weekAngles, Directions and Angle Measurement Equipment
2nd weekAngles, Directions and Angle Measurement Equipment
3rd weekElectronic Distance Measurements
4th weekElectronic Distance Measurements
5th weekCoordinate Geometry and Traverse Surveying
6th weekCoordinate Geometry and Traverse Surveying
7th weekRoute Surveying
8th weekMidterm Exam
9th weekRoute Surveying
10th weekHorizontal Control Framework
11th weekHorizontal Control Framework
12th weekIntroduction o Photogrammetric Surveying
13th weekIntroduction to Global Positioning Systems (GPS)Introduction to Geographic Information Systems (GIS)
14th weekProblem Solving
7
Questions!?
Figure of Earth
Geoid System
Geoid System
The following system is used for reference:
1. For areas > 500 km2 Ellipsoid
a = 6378135 m
b = 6356750.5 m
f = 1/298.26
e = 0.08181881066
2. 50 km2 < Area < 500 km2 Sphere
R = 6372200 m
3. Area < 50 km2 Plane
Questions!?
Types of Surveying
• Size of Surveying:1. Geodetic Surveying
2. Plane Surveying
• Positioning of objects in space.1. Ground Surveying
2. Remote Surveying
Types of Surveying
• Purpose of Surveying:1. Land Surveying
2. Topographic Surveying
3. Hydrographic Surveying
4. Route Surveying
5. Construction Surveying
6. Mine Surveying
Questions!?
Units of Measurement
• Length:
English System inch (in “), foot (ft ‘), Yard (yd)
Metric System cm, m, km
• Area:
English 1 acre = 43560 ft
Metric 1 donum = 1000 m2
1 hectare = 10000 m2
1 km2 = 1,000,000 m2
Units of Measurement
1. Sexagesimalcircle is divided into 360°, each is divided into 60 min
(΄), each is divided into 60 seconds (΄΄)
213° 24΄ 47΄΄
Units of Measurement
2. Decimal or Centisimalcircle is divided into 400 equal grads (g), each grade is divided into 100 simal minutes (c), each is divided into 100 centisimal (cc)
128g 60c 47cc
Units of Measurement
3. Decimal or CentisimalThe central angle opposite to a circular arc whose length is equal to its radius.
The whole circle has an opposing angle 2π
Questions!?
Solving Problem
Convert the angle 213° 24΄ 47΄΄ into Decimal and Radian systems.
Solution:
3.72472π360
213.4131
:System Radial intoit Convert
56 12 237237.1256
237.1256400360
213.4131
:System Decimal intoit Convert
4131.2133600
47
60
24213
:as written be can Angle
cccgg
gg
Solving Problem
Convert the angle 115g 2c 14cc into Sexagesimal system.
Solution:
9.34" 31' 103
:equals angle given the Then
9.336"60"0.1556 0.1556'
31.1556''060.51930.5193
103.5193603004
115.0214
:System lSexagesima intoit Convert
115.021410000
14
100
2151
:as written be can Angle
g
g
g
Questions!?
Scale of Surveys
• Architectural Works, Building Works, Location Drawings:
1/50, 1/100, 1/200
• Site Plans, civil engineering works:
1/500, 1/1000, 1/1250, 1/2000, 1/2500
• Town surveys, highway surveys:
1/1250, 1/2000, 1/2500, 1/5000, 1/10000, 1/20000, 1/50000
• Mapping:
1/25000, 1/50000, 1/100000, 1/200000, 1/500000, 1/1000000
Questions!?
DatumIf a whole series of heights is given relative to a plane,
this plane is called a datum,
In topographical work the datum used is the mean level of the sea (MSL)
Definitions
Questions!?
Definitions
Vertical Line
Level Surface
Level Line
Line of Sight
Horizontal Line
Vertical Line at a pointThe line formed by the string of a plumb bob when the
tip is located directly over the point.
Horizontal Line at a pointThe straight line perpendicular to the vertical line at
that point
Level SurfaceThe continuously curved surface that is perpendicular
to the direction of gravity at all points.
Definitions
Definitions
Vertical Line
Level Surface
Level Line
Line of Sight
Horizontal Line
Level LineA line that lies on the level surface.
Difference in Elevation between two pointsThe vertical distance between the two level surfaces
passing through these two points
Line of Sight or CollimationNeither horizontal nor level. Affected by atmospheric
refraction.
Definitions
Definitions
Vertical Line
Level Surface
Level Line
Line of Sight
Horizontal Line
Bench MarkA marked point whose elevation has been accurately
measured.
Control PointA marked point whose coordinates has been
accurately measured.
Height of InstrumentThe line of Collimation above the datum after setting
up the level above a certain point
Definitions
Questions!?