Questions 21–30 of 65. Imported answers require independent review unless marked reviewed.

Topic practice 65 questionsPage 3 of 7

Question 21

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The results of the crossing point temperature experiments for coal A and B are shown in the figure.
Diagram for Mining Engineering question 21

The correct interpretation of the plot is that
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Question 22

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The “yellow boy” formed due to acid mine drainage mainly consists of
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Question 23

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A double ended ranging drum shearer is employed in a longwall mine of face length 150 m. The mining height is 3.5 m and depth of the web cut is 0.76 m. The cycle time for unidirectional cutting is 40 min. Considering bulk density of the coal to be 1.4 t/m

, hourly production from the face in tonne is ________

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Question 24

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The strength of a stranded wire rope is proportional to
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Question 25

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A 20 m thick and 30 m wide confined aquifer has two monitoring wells spaced 500 m apart along the direction of groundwater flow. The difference in water level between the wells is 2 m. The hydraulic conductivity is 50 m/day. The rate of flow in m³/day is
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Question 26

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The y intercept of the tangent of curve

at

is

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Question 27

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A rectangle has two of its corners on the x axis and the other two on the parabola

. The largest area of the rectangle is

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Question 28

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The area of cross-section (x) of four rock samples and the respective applied loads (y) at failure under uniaxial loading are given below:
| x (cm²) | 7 | 10 | 13 | 16 | | y (kN) | 35 | 45 | 60 | 80 |
If the best fit line

represents the above data, the coefficient of determination (

) of the best fit line is

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Question 29

Open question
MNNAT2 marksNeeds review
The following readings refer to a reciprocal leveling at staff stations A and B respectively:
| Instrument station | Staff reading A (m) | Staff reading B (m) | Remarks | | P | 1.725 | 2.835 | RL of A = 125.0 m | | Q | 0.835 | 1.545 | |
The reduced level (RL) of staff station B in m is

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Question 30

Open question
MNNAT2 marksNeeds review
The areas within the contour lines of a proposed site for an overburden dump are as follows:
| Contour RL (m) | Area (m²) | | 195 | 3054 | | 180 | 3025 | | 165 | 2095 | | 150 | 2008 | | 135 | 2000 | | 120 | 1992 |
The total volume of overburden in cubic meter that could be dumped within the 120 m and 195 m contour levels is

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