civil-engineering-advanced-surveying Related Question Answers

26. Accidental errors






27. If θ and δ be the latitude of a place and declination of a star respectively, the upper culmination of the star will be north of zenith if its zenith distance, is





28. In a tropical year, the number of sidereal days are





29. The position of a heavenly body on the celestial sphere can be completely specified by





30. The angle between the axis of earth and the vertical at the station of observation is called





31. For any star to be a circumpolar star, its





32. The elevation of the star at elongation is obtained by





33. The necessary geometrical condition for triangulation adjustment, is :





34. The release of the egg/ovum from the ovary is called?





35. The angle between the direction of star and the direction of earth's axis of rotation is called





36. Which lens is used as magnifying glas?





37. The circle in which a plane tangent to the earth's surface at the point of observation, intersects the celestial sphere, is called






38. If θ and δ be the latitude of an observer and declination of a heavenly body respectively, the upper culmination of the body will be south of zenith if its zenith distance, is





39. Invar tapes used for measuring base lines, is made of nickel-iron alloy containing nickel





40. Triangulation surveys are carried out for locating





41. The movement of the projector in y-direction, introduces in the model a y-parallax






42. In field astronomy, the quantities observed are entirely





43. The orthogonal projection of the perspective centre on a tilted photograph, is called





44. The principal plane contains






45. The point where vertical line passing through the perspective centre intersects the plane of the photograph, is known as






46. An aerial photograph may be assumed as





47. If the equatorial distance between two meridians is 100 km, their distance at 60° latitude will be






48. The rate of change of parallax dp/dh with respect to change in h, may be expressed as





49. The displacement of the pictured position of a point of h elevation on a vertical photograph taken with a camera of 30 cm focal length, from an altitude of 3000 m, is






50. The net ground area of a vertical photograph 20 cm x 20 cm on scale 1 : 10,000 having overlaps 60% and 30%, is





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