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Engineering Surveying Levelling
By Mohd Arif Sulaiman Faculty of Civil Engineering & Earth Resources Introduction To Survey Engineering, by Mohd Arif
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Chapter Description Expected Outcomes
Able to explain the theory of differential levelling Able to explain the techniques of levelling Able to calculate the reduce level in profile and cross section levelling. References Barry F. Kavanagh, "Surveying with Construction Application", Pearson, Prentice Halll, 2004. Bannister, Raymond, Baker,"Surveying", , Prentice Hall 1998. William Irvine, "Surveying for Construction", 4th Ed., , McGraw-Hill,1998.
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WHAT IS LEVELLING?? is the procedure used when one is determining differences in elevation between points that are remote from each other. The process of measuring the difference in elevation between two or more points. is the operation required in the determination or, more strictly, the comparison, of heights of points on the surface of the earth.
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TERMINOLOGY BACK SIGHT – The first reading taken by observer after setting out the instrument FORE SIGHT – the last reading taken by observer before move the instrument INTERMEDIATE SIGHT – the reading taken between back and foreword reading
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BS FS BS IS FS F E B C A D
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METHOD USED TO MEASURED ELEVATION Taping Method
Barometric Leveling Trigonometric Tacheometry Leveling Differential Leveling GPS
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Principle
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Actual levelling
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Levelling Instrument
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Setting up the instrument
Temporary Permanent (Two-peg test) C A B
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Differential Leveling Method or Procedure
leveling between two points flying leveling (for vertical control survey) series leveling (for profile/longitidul and cross- section leveling) inverted staff reading for determine the reduced levels of point above the height of the instrument (the soffit level of bridge or headroom bridge) Reciprocal leveling
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leveling between two points
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flying leveling (for vertical control survey)
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series leveling (for profile/longitidunal and cross-section leveling)
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inverted staff reading
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Method of booking Rise and fall HOC
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Method of booking
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– Rise and fall method BS IS FS RISE FALL REDUCE LEVEL REMARKS 2.543
13.877 TBM 2.211 0.332 14.209 A 2.087 0.124 14.333 B 2.976 1.988 0.099 14.432 C 2.143 2.562 0.414 14.846 D 4.223 2.888 0.745 14.101 E 4.230 0.007 14.094 F 5.332 1.102 12.992 G 0.922 4.410 17.402 H 11.885 8.360 5.379 1.854 -1.854 3.525
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HOC method BS IS FS HOC REDUCE LEVEL REMARKS 2.543 16.420 13.877 TBM
2.211 14.209 A 2.087 14.333 B 2.976 1.988 17.408 14.432 C 2.143 2.562 16.989 14.846 D 4.223 2.888 18.324 14.101 E 4.230 14.094 F 5.332 12.992 G 0.922 17.402 H 11.885 8.360 3.525
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Author Information Dr Idris bin Ali
Dr Cheng Hock Tian
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