Surveying

1.Fundamental Concepts of Surveying
  Introduction
  Plane Surveying
  Geodetic Surveying
  Scales
  Error Due to use of wrong scale
  Error Due to InCorrect Length of chain or tape
  Most Probable Value
 
 2.Linear Mesurements
  Tape Corrections
  Limiting Length of offset

 3.Compass Surveying and theodolite
  Important terms
  Designation of Bearing
 
 4.Transverse Surveying
  Latitude and Departure
  Independent co-ordinate
  Closing Error
  Adjustment of closing error
  Balancing the trasverse
  Bowditch method
  Transit method
  Axis method
 
 5.Levelling
  Defination
  Reduced level
  Bench mark
  Back Sight
  Fore Sight
  Intermediate Sight
  Height of instrument
  Arithmetic Check
  Reciprocal levelling
  Curvature Correction
  Refraction Correction
  Combine Correction Due to curvature and refraction
  Distance of visible horizon
  Sensitiveness of bubble tube
  Countring
 
 6.Calculation of Area and volume
  Genral method of computing area
  Volume mesurement
 
 7.Tacheometric,curve and hydrographic surveying
  Stadia method
  Curve
  Hydrographic Surveying
 
 8.The tides
  Defination
  Assumption made by equilibrium theory of tides
  Vulgar Establishment
 
 9.Triangulation
  Defination
  Signal and tower
  Routine of Trigulation Survey
  Intervisibility and Height of stations
 
 10.Field Astronomy
  Relationship between Coordinates
  Terrestrial Latitude and Longitude
  Nautical Mile
  Sperical Triangle
  Different Position of star w.r.t Observer
 
 11.Photogrammetric Surveying
  Scale of vertical photograph
  Scale of tilted photograph
  Overlap in Photographs
  Number of photograph to cover given area
  Photogrammetry
  Terresterial photogrammetry
  Aerial Photogrametry
  Photo theodolite
  Horizontal and verical angles from terrestrial photograph
  Elevation of a point by phographic mesurement
  Aerial Photogrammetry
  Important Definations
  Relation between principle point,plumb point and isocenter
  Scale of a vertical photograph
  Different scale
  Relief Displacement