22301 IMP
| State the situations where plane table survey is suitable. |
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| Define telescope inverted & telescope normal. |
| State any four uses of transit theodolite. |
| State two advantages of plane table surveying. |
| Define Swinging and Transiting. |
| Define Latitude and Departure. |
| State the function of Anallatic lens. |
| Define ‘degree of a curve’. |
| List two uses of EDM. |
| Name two software for GPS. |
| State any two objects of tacheometry. |
| Enlist the types of curves used in roads & railway alignment. |
| State any two features of digital theodolite. |
| State the object of remote sensing. |
| State accessories required for plane table survey along with their use. |
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| Explain the function of lower tangent screw, upper tangent screw, lower |
| clamping screw & upper clamping screw while measuring horizontal angle using theodolite. |
| Define orientation and explain back sight method of orientation with sketch. |
| State the functions of optical plummet and shifting head in theodolite. |
| Explain the principle of Tacheometry with the help of a neat sketch. |
| Draw a simple circular curve and show the following on it. |
| (i) Forward tangent |
| (ii) Long chord |
| (iii) Deflection angle |
| (iv) Apex distance |
| Explain method of repetition of horizontal angle measurement. |
| Draw a neat sketch of circular curve & show the following element : |
| (i) Tangent length |
| (ii) Deflection angle |
| (iii) Apex distance |
| (iv) Length of long chord |
| Describe the procedure for measurement of horizontal angle by repetition method. |
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| Explain the principle of EDM with the help of a neat sketch. |
| State any four essential characteristics of tachoemeter. |
| State the procedure of building setout using total station. |
| Define active and passive sources. |
| Explain the procedure of measurement of vertical angle using one-second micro optic theodolite. |
| Define the following terms & give any 2 components of each : |
| (i) GIS |
| (ii) GPS |
| Compare radiation and intersection methods of plane table surveying on any two parameters. |
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| Explain with sketch intersection method of plane table surveying. |
| State fundamental axis and lines of theodolite and give relations between them. |
| State the features of electronic theodolite. |
| State any 4 advantages & 4 disadvantages of plane table survey |
| Calculate the ordinates at 25 m interval to set a circular curve having long chord of 300 m & versed sine of 10 m. |
| a) The following angles were measured in running a closed traverse |
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| ABCDEA. |
| ∠A = 87° 50′  20′′, ∠B = 114° 55′  40′′, ∠C = 94° 38′  50′′, |
| ∠D = 129° 40′  40′′ and ∠E = 112° 54′  30′′. |
| If the bearing of line AB is 221° 18′  40′′, calculate bearings of |
| the remaining lines. |
| b) Explain Bowditch Rule as applicable in a theodolite traverse |
| c) List any four features of total station. |
| d) State various applications of GIS. |
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