Mining Engineering > GATE 2025 > Subsidence Prediction
A longwall panel is to be developed in a flat seam at a depth of H m. The surface subsidence profile (s) of the area with the horizontal distance x is estimated as
s = Smax/2 [1.002-tanh(4.8x/H)]
where, Smax is the maximum subsidence at the centre of the panel, x is measured from the inflection point. The value of x is negative towards the panel centre and positive towards the panel boundary.
The ratio between the critical width of the panel and the depth is ______ (rounded off to 2 decimal places)

Correct : 0.55

Similar Questions

A trapezium has vertices marked as P, Q, R and S (in that order anticlockwise). The side PQ is parallel to side SR. Further, it is given that, PQ = 11 cm, QR...
#4 MCQ
Mosquitoes pose a threat to human health. Controlling mosquitoes using chemicals may have undesired consequences. In Florida, authorities have used geneticall...
#6 MCQ
Consider the following inequalities. (i) 2π‘₯ βˆ’ 1 > 7 (ii) 2π‘₯ βˆ’ 9 < 1 Which one of the following expressions below satisfies the above two inequalities?
#7 MCQ

Related Topics

longwall panel surface subsidence profile critical width of panel Mining Engineering GATE 2025 subsidence calculation longwall mining subsidence critical width to depth ratio GATE 2025 Q51

Unique Visitor Count

Total Unique Visitors

Loading......