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Surveying and Levelling
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The inclination of the needle with horizontal is ................. of the needle
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Two point and three point problems are typical cases of:
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Fore bearing and back bearing of a line exactly differ by:
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A fixed point of known elevation is:
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Prism square is used for:
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Compass surveying is suitable where ................. is the main consideration
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In the rise and fall method of reduction of level, there is no check on:
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The length of an engineer's chain is:
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Site explorations hand augers are used for depth upto:
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A reference surface above which elevation of a point are determined is called ................. surface
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If a wooden area obstruct the chain line then it is crossed by the:
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Contour lines cross ridge lines or valley lines are at:
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Size of a theodolite is specified by:
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Maximum tolerance of 20m chain is:
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A series of closely spaced contour lines represent:
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The error which occurs when image formed by objective is not in the same plane with cross hairs of the telescope is:
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For a well conditioned triangle, no angle should be less than:
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Handles of chain are made of:
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The point of contraflexure is the point where:
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Least count in the vertical circle of theodolite:
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Invar tape is used to:
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Dip of a magnetic needle at the equator is:
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Chromatic aberration is a defect of lens due to:
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In prismatic compass, the magnetic needle used is:
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The bench marks used in small levelling are:
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The vertical axis need not be perpendicular to the line of collimation in:
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Reduced level of a point is its elevation with reference to:
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The instrument used for the measurement of area on a map:
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Variation in declination due to magnetic storms, earthquakes and other solar influences are called:
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Length of a revenue chain is:
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A clinometer Is used for:
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Closed contours of decreasing values towards their center represent:
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The for bearing of a line is 185 degree, then it's back bearing is:
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Example for derived reading in levelling work is:
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The line joining the intersection of cross hair to the optical centre of object glass is:
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Which one is, in the following that does not have the object of levelling?
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The difference between for bearing and back bearing of a survey line should be
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Whole circle bearing 176° equal to quadrantal bearing of:
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Part of compass adjusting the prism according to eye height is:
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One of the duties of leader in chain surveying is:
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What is the angle of intersection of a contour and a ridge line?
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Auxiliary theodolite station near an inaccessible main triangulation station:
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During levelling if back sight is more than fore sight, then:
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The error due to curvature in levelling operations is = ....................Where D' is the length of sight in kilometers
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The line of collimation should be parallel to:
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Chain surveying is most suitable for:
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An Example for a level surface is:
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Reciprocal ranging is adopted when the following is encountered:
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The value of deflection angle is: (a)10 (c) 15
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Invar tape is used
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