Question 4
Given the following data for the design of friction sheave hoists; calculate the total cycle time and
skip capacity and its weight.
Two balanced skips, tower mounted hoists
Production rate= 8000 tons/day
Working time = 3 shift/day
Shaft distance = 1200 m
Headframe height= 35m
Skip load = 0.67 live load
Load time= dump time= 6 sec
Hoisting speed = 12.5 m/sec
Acceleration = retardation = 2.3 m/s 2
(12 marks)
Question 5
As a Mining Engineer you are required to develop a haulage crosscut in the orebody, and the stope
access raise inside the mining block. The daily production tons are 4 500 tons, total ore tons in the
stope are 55 000 tons, the length of the stope is 50 m, the dip of the ore deposit is 60°, height of
haulage crosscut is 5.5 m. Compute the following parameters:
a) Haulage crosscut advance per day. (2 marks)
b) The length of the stope access raise. (2 marks)
c) The stope access raise advance per day. (2 marks)
Question 6
As a mine planning engineer, describe the six dimensions that are vital in characterising the work
conditions of your equipment selection? (12 marks).
Question 7
A mine has a zinc deposit that is being mined with a target of 20 000 tonnes of ore per month, with
an open stope mining method. The stope is on average 15m wide and inter-level spacing of 45m.
Longitudinal mining is being executed with the length of the stope being around 150m long. Ringsare
planned with a burden of 1.Sm and spacing 2.m. If blasting is done once every week to meet
production and specific gravity of 2.5 can be applied.
a) Draw the section of the mining method (4 marks)
b) Compute stope Volume (2 marks)
c) Compute the stope, and the ring tonnages (3 marks)
d) The number of rings that must be blasted every week (3 marks)
e) How long does the stope last before it is mined out? (3 marks)
f) The cross cut to the loading bay is 1 km long and it takes 10 minutes cycle time for LHD with
3.5 m• bucket to travel. A 20-tonne truck takes 30 minutes cycle time to haul material to
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