3012: Surveying II KL Diploma Syllabus for Civil 3rd Sem 2015 Revision SITTTR

Surveying II detailed syllabus for Civil Engineering (Civil) for 2015 revision curriculum has been taken from the SITTTRs official website and presented for the Civil students. For course code, course name, number of credits for a course and other scheme related information, do visit full semester subjects post given below.

For Civil Engineering 3rd Sem scheme and its subjects, do visit Civil 3rd Sem 2015 revision scheme. The detailed syllabus of surveying ii is as follows.

Surveying II

Course Outcomes:

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SPECIFIC OUTCOME

Upon completion of the study, the student should be able to: MODULE- I

Understand the Theodolite.
1. Identify the different types of theodolites, their parts and functions
2. State the important axis of theodolite and their inter relations
3. Define the terms used in the theodolite survey
4. Explain the temporary adjustments of theodolite
5. Explain the deferent methods of horizontal angle measurement (general, repetition and reiteration ) and their relative advantages and disadvantages.
6. List the uses of theodolite.
7. List the steps involved in setting out angles using a theodolite
8. Measure deflection angle
9. Explain the methods of prolonging a straight line
10. Measure the magnetic bearing of a line
11. Perform the permanent adjustments of theodolite.

MODULE -II

Apply the principles of Theodolite traversing.
1. List the types of traverse
2. List the different methods of traversing using theodolite
3. Explain the methods of traversing by the observation of bearing, loose needle method and fast needle method
4. State the deferent types of fast needle method
5. Explain the method of traversing by included angle.
6. Calculate the whole circle bearing using measured included angle.
7. Describe the types of co-ordinates- consecutive and independent co-ordinates.
8. Calculate the consecutive co-ordinates – from the length and bearing
9. Calculation of closing errors
10. Explain the methods of balancing the traverse- Bowditch’s rule and transit rule.
11. Calculate the corrections to consecutive co-ordinates
12. Calculate the independent co-ordinates
13. Explain Gales traverse table
Understand the computation of area of closed traverse
1. Describe the methods of computation of area
2. Calculate the area of closed traverse by co-ordinate method
Find out the omitted measurements when
1. Length of one leg is missing
2. Bearing of one leg is missing
3. Length and bearing of one leg are missing
4. Length/bearing of two adjacent legs are missing
5. Length/bearing of two legs (not adjacent) are missing

MODULE- III

Apply the principle of trigonometry for determining the elevation of stations
1. Study vertical angle measurements.
2. Explain the principle of trigonometric levelling.
3. Find the elevation of a tall object whose base is accessible.
4. Find the elevation of a tall object whose base is inaccessible, instrument at same level and at different level.
5. Find the elevation of tall object (base inaccessible)- instruments in the same plane and different plane.
Apply the principle of tacheometric survey to find elevations of stations.
1. State the classification of tacheometry
2. Explain the principle of stadia tacheometry.
3. Derive the fundamental distance formula of stadia tacheometry
4. State the constants of stadia tacheometry
5. Explain the determination of stadia constants
6. Describe analytic lens, advantages and disadvantages
7. Derive expression for horizontal distance and reduced level- line of sight horizontalLine of sight horizontal and staff held vertical
8. Find the horizontal distance, reduced level and level difference from the given data by Stadia tacheometry (line of sight horizontal, inclined and staff held vertical)
9. Explain the principle of tangential tacheometry
10. Describe the cases of tangential tacheometry
11. Compute the horizontal distance and elevation using tangential tachometry

MODULE – IV

Comprehend on curves
1. Explain the different types of curves- simple curve, compound curve, transition curve and vertical curves
2. Explain transition curve
3. Calculate the elements of simple circular curve.
4. Explain the different methods of setting out circular curves-offsets from long chord, offsets from long tangent, offsets from chord produced, rankines method.
5. Calculate the data required to set out circular curve
Understand the modern surveying equipments
1. Identify the different parts of equipments like electronic theodolite, total station and GPS.
2. Enumerate the uses and advantages of Electronic Theodolite, Total station and GPS
3. Explain the prism mode and non-prism mode of Total station
4. Explain remote sensing and its application in civil engineering field.
5. Explain the fundamentals of GPS, receiving, observation and the transformation of GPS results.
6. Explain GIS and its application in Civil Engineering.
7. Describe the photogrammetry- aerial and terrestrial.
8. Enumerate the applications of photogrammetry.

MODULE – I THEODOLITE

MODULE – II THEODOLITE TRAVERSING

Types of traverses – open and closed traverses – method of theodolite traversing – method of included angles – methods of deflection angles – measurement of bearing of a traverse leg by direct method and back bearing method. Calculation of consecutive co-ordinates, independent co-ordinates – problems related – permissible error in angular and linear measurements – calculation of closing error, balancing of consecutive co-ordinates by Bowditch and transit rules. Gales travers table preparation, computation of areas of a closed traverse from independent co-ordinates. Omitted measurements – different cases such as when the length of one leg is missing, bearing of one leg is missing, length and bearing of one leg are missing, length of one leg and bearing of other leg are missing, length of two adjacent sides are missing – problems related.

MODULE – III HEIGHT AND DISTANCE; TACHEOMETRY

MODULE – IV CURVES

Curves- different types – elements of a simple curve – designation of a curve – setting out simple curves by offset method – from long chord, long tangents , chord produced. Rankines method of deflection angles – problems related- description of transition curves. Requirement of transition curves – length of transition curves for roads – introduction to vertical curves – geometrics of a vertical curve. TOTAL STATIONS, GPS AND GIS Electronic Theodolites – Total stations – component parts -set up- working principles – maintenance of EDM instruments -temporary adjustments -measurement with total station, traverse with total station, Survey station description-data gathering components-data processing components- error sources and controlling errors-field coding-field controlling-Modem for data transfer- readings with prism mode and non prism mode. Remote sensing – Introduction and applications in Civil Engineering. Global positioning system (GPS) – fundamentals, GPS receivers, GPS observations, transformation of GPS results. Geographical information systems (GIS) – map definitions, map projections data entry importance, use and application of GIS in Civil Engineering.Introduction to Photogrametry, aerial ,terrestrial, applications of photogrametry

Reference Books:

For detailed syllabus of all other subjects of Civil Engineering, 2015 revision curriculum do visit Civil 3rd Sem subject syllabuses for 2015 revision.

To see the syllabus of all other branches of diploma 2015 revision curriculum do visit all branches of SITTTR diploma 2015 revision.

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