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 drift of about 600m along the orebody with a
Jumbo drill. The drift (tunnel) dimensions are as follows:
a) 5.Sm x Sm
b) Drill steel 4.5 m
c) 3 shifts
d) Actual drill meter per round 4 m
e) Efficiency of 85 %
f) Specific gravity of rock is 2.5 tfm 3
Calculate the development meters per day and per week? Estimate how long will you develop the
tunnel, the number of tonnages to be hauled per day, week, for the entire length of 600m? (10
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. Rings are
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 marksj
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)
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