Questions 11–20 of 38. Imported answers require independent review unless marked reviewed.

Topic practice 38 questionsPage 2 of 4

Question 48

Open question
MNNAT2 marksNeeds review
In a tacheometry survey, the readings observed are given.
Instrument Station
Staff Station
Bearing of line of sight
Vertical angle
Staff readings (m)
P
A
145°
+8°
1.2, 1.7, 2.2
P
B
205°
+3°
0.8, 1.2, 1.6
The additive and multiplying constants of the instrument are 0 and 100, respectively. The length of the line AB in m, is _____. (round off up to 2 decimals)

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Question 24

Open question
MNMCQ1 markNeeds review
Match the following items with their respective contours
Item
Contour
(P) Isopachs
(1) slope
(Q) Isotherms
(2) thickness
(R) Isocline
(3) temperature
Your answerChoose one option.

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Question 25

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MNMCQ1 markNeeds review
In an astronomical survey at a given station, the pole star is located at an angle of 27° from the horizon. The latitude of the survey station in degrees is
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Question 26

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The position tracking of a point by GPS is based on the technique of
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Question 38

Open question
MNMCQ2 marksNeeds review
Match the following devices with their intended applications.
Device
Application
(P) Ground Penetrating Radar
(1) Spatial positioning of a point
(Q) Tactile Sensor
(2) Measurement of a borehole deviation
(R) Global Navigation Satellite System
(3) Robotic Arm
(S) Digital Inclinometer
(4) Locating subsurface features
Your answerChoose one option.

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Question 44

Open question
MNNAT2 marksNeeds review
Coordinate of two points A and B are (E 0 m, N 200 m) and (E 300 m, N 200 m), respectively. The bearing of two lines AO and BO are 67° and 35°, respectively. The easting of the point O, in m, is _____.
[rounded off to 2 decimal places]

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Question 31

Open question
MNNAT1 markNeeds review
In a leveling survey, a reading is taken as 2.25 m. However, along the line of sight there is deflection of 20 cm with respect to vertical position of the staff. The correct reading, in m is ______. (round off to two decimal places)

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Question 46

Open question
MNNAT2 marksNeeds review
The shaft-top coordinates of two vertical shafts are given below. The depth of the shaft A and B are 200 m and 149 m, respectively.
Shaft
Latitude (m)
Departure (m)
Surface RL (m)
A
N70.0
W150.0
250
B
N170.0
E50.0
209
The downward gradient of the line joining the bottom of the two shafts in degrees, is ______. (round off to two decimal places)

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Question 10

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MNMCQ1 markNeeds review
In photogrametry, the ‘Tilt of a photograph’ refers to the angle between the
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Question 28

Open question
MNMCQ2 marksNeeds review
The pit bottom in a correlation survey is shown in the figure. Points C and D represent two suspended wires. The bearing of line CD is 286°00′00″ and its length is 4.64 m. The angle CED is measured as 00°00′40″. The length of line DE is 5.46 m. Considering the Weisbach triangle method, the bearing of the line CE is
Diagram for Mining Engineering question 28

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