21. The two point problem and three point problem are methods of
22. The length of a traverse leg may be obtained by multiplying the latitude and
23. The line of sight is kept as high above ground surface as possible to minimise the error in theobserved angles due to
24. Chain surveying is well adopted for
25. The chord of a curve less than peg interval, is known as
26. In levelling operation,
27. Contour interval is
28. To avoid large centering error with very short legs, observations are generally made
29. Check lines (or proof lines) in Chain Surveying, are essentially required
30. Ramsden eye-piece consists of
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