Page 40 - Advanced Mine Ventilation
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Air Flow in Mine Airways                                           23

           2.4   Determination of Mine Airway Friction Factor, K


           Because the size and shape of mine airways are greatly variable, they cannot be treated
           as pipelines of uniform size and measureable roughness. The friction factor, K, is
           hence best obtained by direct measurements.
              Many authors have measured the friction factor using models or actual mine air-
           ways. These values are listed in different units. They are all modified and expressed
           as K in Eq. (2.11) in this book.



           2.4.1  Historical Data on Friction Factors for Mine Airways
           In 1923e24, McElroy [8] found friction factors for metal and some coal mines.
           Richardson [9] added additional data and jointly published them. Greenwadd [10]
           created additional data a few years later. The data are summarized in Table 2.2.
              If the roadways are sinuous or curved, the friction factor should be multiplied by a
           factor of 1.4 in each category.
              Table 2.3 shows friction factor values for British coal mines. It is a summary of vast
           data published by Pursall [11] in 1960.
              The author used the data published by the National Coal Board of the United
           Kingdom [12] to plan ventilation for many coal mines successfully. Their data are
           shown in Table 2.4.
              McPherson [13] provides some data on K for the longwall faces that are very heavi-
           ly obstructed with shearers, conveyors, and shield supports. The value of K increases

                                                                10
           Table 2.2 Values of K for Straight Airways (Actual K Multiplied by 10 )

            Type of Airway      Degree of Roughness  Clean  Moderately Obstructed
            Smooth-bored        Minimum             10      25
                                Average             15      30
                                Maximum             20      35
            Sedimentary rock    Minimum             30      45
                                Average             55      70
                                Maximum             70      85
            Timbered at 5 ft center  Minimum        80      95
                                Average             95     110
                                Maximum            105     120
            Igneous rock        Minimum             90     105
                                Average            145     160
                                Maximum            195     210
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