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================================================================= Cost of |Cost Vertical| Total Cost | Cost of Incline|Cost of Incline Crosscuts $20| Shaft $75 | of Vertical | $75 per Foot | $100 per Foot per Foot | per Foot |and Crosscuts| | -------------|-------------|-------------|----------------|--------------- $17,180 | $112,500 | $129,680 | $114,150 | $152,200 38,220 | 112,500 | 150,720 | 118,625 | 159,500 64,940 | 112,500 | 177,440 | 129,900 | 172,230 107,780 | 112,500 | 220,280 | 114,850 | 195,800 178,760 | 112,500 | 291,260 | 175,050 | 233,400 324,740 | 112,500 | 437,240 | 225,000 | 300,000 From the above examples it will be seen that the cost of crosscuts put at ordinary level intervals rapidly outruns the extra expense of increased length of inclines. If, however, the conditions are such that crosscuts from a vertical shaft are not necessary at so frequent intervals, then in proportion to the decrease the advantages sway to the vertical shaft. Most situations wherein the crosscuts can be avoided arise in mines worked out in the upper levels and fall under Case IV, that of deep-level projects. There can be no doubt that vertical shafts are cheaper to operate than inclines: the length of haul from a given depth is less; much higher rope speed is possible, and thus the haulage hours are less for the same output; the wear and tear on ropes, tracks, or guides is not so great, and pumping is more economical where the Cornish order of pump is used. On the other hand, with a vertical shaft must be included the cost of operating crosscuts. On mines where the volume of ore does not warrant mechanical haulage, the cost of tramming through the extra distance involved is an expense which outweighs any extra operating outlay in the inclined shaft itself. Even with mechanical haulage in crosscuts, it is doubtful if there is anything in favor of the vertical shaft on this score. [Illustration: Fig. 6.--Cross-section showing auxiliary vertical outlet.] In deposits of very flat dips, under 30 deg., the case arises where the length of incline is so great that the saving on haulage through direct lift warrants a vertical shaft as an auxiliary outlet in addition to the incline (Fig. 6). In such a combination the crosscut question is eliminated. The mine is
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