In: Civil Engineering
Given the following:
Bucket volume of loader: 3.6 L m3 (loose cubic meters)
Loader cycle: 0.42 min
Truck capacity: 11.5 L m3
Truck traveling time with load 2.28 min
Truck maneuvering for tipping and tipping time 0.65 min
Truck return time 1.18 min
Truck maneuvering for loading 0.40 min
Planned activities (lunch, breaks etc…) 0.64 min
Waiting time at loader (per cycle) 0.50 min
Conversation with supervisor (per cycle) 0.25 min
Other cycle time affecting machine performance 0.75 min
Swell factor 1.12
Bank Density 1,930 kg/m3 (in situ)
And the following equation:
P = (Q x T) / t
Where
P = Performance /hr (tonnes/hr)
Q = Loaded(shovel/loader) Capacity of truck (tonnes)
T = Productive time in minutes/hour
t = round trip cycle time (i.e. excluding unavoidable delays)
Calculate
HELLO THERE, WARM GREETINGS.
LET US LOOK INTO THE SOLUTION DIRECTLY.
ANSWER MAY DIFFER DEPENDING UPON THE CHOICE OF EFFICIENCY OF TRUCK AS SOMEONE WHO CHOOSES 3 CYCLES OF LOADER WILL REPORT LESS HAULING EFFICIENCY IF TRUCK AND LESSER ROUND TRIP CYCLE TIME OF TRUCK BUT THAT WILL HAVE MORE OR LESS SAME IMPACT ON PRODUCTION AS THAT OF OUR ASSUMPTION OF MAX EFFICIENCY OF TRUCK AND A SLIGHTLY HIGHER TIME OF ROUND CYCLE TRIP AND LOADING.
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