Step 1: Understanding non-transit theodolite.
A non-transit theodolite differs from a transit theodolite in that its telescope cannot be completely rotated in the vertical plane (i.e., it does not allow for face reversal).
Step 2: Analyze each option.
(A) Vernier scale is essential for measuring angles and is present.
(C) Spirit level is used for leveling the instrument.
(D) Cross-hair is required for sighting and targeting objects.
(B) Face-left and face-right observations require full vertical rotation of the telescope, which is not possible in non-transit theodolites.
Reciprocal levelling is performed for points P and Q by placing the same levelling instrument at A and B. The observations of staff readings are tabulated as below.
If the Reduced Level (RL) of P is 115.246 m, then the true RL of Q, in m, is _______ (rounded off to 3 decimal places)
Match the source of error with the corresponding correction in surveying with steel tape.
The information of a mining project for a life of three years is given below:
Additional data: Applicable tax rate = 30%
Discount rate = 10%
Depreciation method: Straight line with zero salvage value
Data from a borehole log with collar elevation at 590 mRL are given below. Composite grade is calculated using cores of 5 m above and below the reference bench at 580 mRL. The composite grade, in %, is: