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R.T.U / G.I.T JAIPUR SUBJECT –Surveying (3CE4-05) CIVIL ENGG./ III SEM UNIT –4 TACHEOMETRY AND PHOTOGRAMMETRY SURVEYING 1 PRATEEK SHARMA R.T.U / G.I.T JAIPUR SUBJECT –Surveying (3CE4-05) CIVIL ENGG./ III SEM Blown up Detail 1.1 Introduction 1.2 Instrument used 1.3 Classification of Tacheometry 1.3.1 Stadia Tacheometry 1.3.2 Tangential Tacheometry 1.4 Introduction of Photogrammetry Surveying 1.5 Application of Photogrammetry 1.6 Advantage & Disadvantage 1.7 Principle of Photogrammetry 1.8 Types of Photogrammetry 1.9 Aerial Photographs 1.10 Relief Displacements 1.11 Tilt Displacements 1.12 Flight Planning 2 PRATEEK SHARMA R.T.U / G.I.T JAIPUR Surveying (3CE4-05) CIVIL ENGG./ III SEM 1.1 Introduction • Tacheometry is the branch of survey in which the horizontal and vertical distances of points are obtained by instrumental observations such as staff intercepts and angles. – Theprocessofmeasuring horizontaldistance is eliminated – Less accurate, but more rapid – Bestuseful in case of rough & difficult terrain – Primaryobjective is preparation of contour maps or plans – UsedinHydrographic surveys, location surveys etc. 3 PRATEEK SHARMA R.T.U / G.I.T JAIPUR Surveying (3CE4-05) CIVIL ENGG./ III SEM 1.2 Instruments used in Tacheometry are: Tacheometer –A transit Theodolite fitted with a stadia diaphragm Diaphragm is the frame upon which is mounted the crosshairs to give a definite line of sight. Stadia hairs / Stadia Lines are a pair of horizontal hairs provided in addition to the regular crosshairs. Each on of this is equidistant from the central horizontal hair. CommonlyusedStadiadiaphragms are shown here. 4 PRATEEK SHARMA
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