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You now have the unit capacity. Then take the volumetric feed rate of the new ore per time. Divide the unit capacity by the feed rate and you have the nominal retention time. Say your unit capacity is 1/2 cubic meter and you are feeding 6 cubic meters per hour, your retention time would be about 5 minutes.

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The production rate, P, in cubic meters per hour is P = V/T where V is the volume per tree, m 3, and T is the time per tree, hr. The unit cost of felling is UC = C/P where C is the machine rate for felling and bucking and P is the production rate. EXAMPLE: A power stone and operator cost $5.00 per hour and the time to fall and buck a tree is

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The production rate, P, in cubic meters per hour is P = V/T where V is the volume per tree, m 3, and T is the time per tree, hr. The unit cost of felling is UC = C/P where C is the machine rate for felling and bucking and P is the production rate. EXAMPLE: A power stone and operator cost $5.00 per hour and the time to fall and buck a tree is

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31 Introduction The unit cost of logging or road construction is essentially derived by dividing cost by production In its simplest case, if you rented a tractor with operator for $60 per hour including all fuel and other costs and you excavated 100 cubic meters per hour, your unit cost for excavation would be $060 per cubic meter...

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Take the model of PFK 1010 for example, production capacity about 30 to 40 tons per hour, or about 20 cubic meters per hour, one set of hammers can produce 4000 to 6000 cubic meters based on river stones. For limestone, PFK 1010 one set of hammers can produce 15000 to 20000 cubic meters, this data was truly feedback from deya machinery clients.

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