Research Article
Experimental Study on the Escape Velocity of Miners during Mine Fire Periods
Table 7
Error analysis of the mathematical models.
| No. | roadway name | Dip/° | Escape velocity m/s | Regression equation: | Regression equation: | predicted value m/s | Error value/% | predicted value m/s | Error value/% |
| 1 | +250-+450 auxiliary shaft slope | 27.5 | 1.64 | — | — | 1.78 | 8.66 | 2 | +820 fifth west cross drift | 0 | 2.96 | 2.70 | 8.71 | 2.93 | 0.96 | 3 | +820 fifth west cross drift | 0 | 2.79 | 2.70 | 3.15 | 2.93 | 5.07 | 4 | +820 roof road of north cross drift | 0 | 2.82 | 2.72 | 3.61 | 2.95 | 4.57 | 5 | +820 roof road of north cross drift | 0 | 2.76 | 2.72 | 1.51 | 2.95 | 6.84 | 6 | +570 seventh west cross drift | 0 | 2.64 | 2.52 | 4.48 | 2.74 | 3.68 | 7 | +570 seventh west cross drift | 0 | 2.58 | 2.52 | 2.26 | 2.74 | 6.09 | 8 | +150 down crossheading of second face | -16.1 | 1.85 | 1.84 | 0.93 | — | — | 9 | +150 down crossheading of second face | 16.1 | 2.16 | — | — | 2.02 | 6.30 | 10 | +150 up crossheading of second face | -12.3 | 2.02 | 2.17 | 7.62 | — | — | 11 | +150 up crossheading of second face | 12.3 | 2.25 | — | — | 2.38 | 5.86 | 12 | +150 east level roadway | 0 | 2.88 | 2.76 | 4.30 | 2.99 | 3.81 | 13 | +150 east level roadway | 0 | 2.82 | 2.76 | 2.26 | 2.99 | 6.02 | 14 | +150 mining section east roadway | 0 | 2.64 | 2.55 | 3.55 | 2.76 | 4.68 | 15 | +150 mining section east roadway | 0 | 2.67 | 2.55 | 4.64 | 2.76 | 4.64 | 16 | +700 second west cross drift | 0 | 2.81 | 2.67 | 5.06 | 2.89 | 3.01 | 17 | +700 second west cross drift | 0 | 2.73 | 2.67 | 2.28 | 2.89 | 6.03 | 18 | +450 haulage roadway | 0 | 2.74 | 2.59 | 5.46 | 2.81 | 2.59 | 19 | +450 haulage roadway | 0 | 2.62 | 2.59 | 1.13 | 2.81 | 7.29 |
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