Page 49 - Advanced Mine Ventilation
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32                                                Advanced Mine Ventilation

                                       1

                                       2
                       2            H 3
             H 3 ¼ R 3 Q 3  or  Q ¼
                               3
                                    R 3
                                        1       1       1
                                          2       2       2
                                       H 1    H 2     H 3
            Hence Q ¼ Q þ Q þ Q ¼          þ       þ
                            2
                       1
                                 3
                                       R 1     R 2    R 3
            Hence H 1 ¼ H 2 ¼ H 3 ¼ H.
            If R eqv is the equivalent resistance for network of three airways,
                                 H       ⎡  1    1     1 ⎤
                            Q=       = H  ⎢   +     +   0.5 ⎥
                                R eqv    ⎣  R 1 0.5  R 2 0.5  R 3 ⎦
            Hence
                1      1      1     1
                   ¼      þ      þ                                      (2.21)
                 0.5    0.5   0.5    0.5
             R eqv   R 1    R 2    R 3
            An example:
            Three airways in (Fig. 2.3B) are in parallel with a total air quantity of 90,000 CFM.
         Their resistances are

                      in.   min   10
                             2    10
             R 1 ¼ 10
                            ft 6
                             2    10
                      in.   min   10
             R 2 ¼ 15
                            ft 6
                             2    10
                      in.   min   10
             R 3 ¼ 20                .
                            ft 6
            Calculate the quantity of air in each split and the head loss.

                                  ⎡            ⎤  2
                                  ⎢     1      ⎥
                            R eqv  = ⎢  1  1  1  ⎥  × 10 -10
                                  ⎢  10  + ⎢  15 +  20 ⎥ ⎣  ⎥  ⎦

                                                       2
                                  =  1.574 × 10 -10  inch-min /ft 6

            Hence

                         2
              H ¼ R eqv   Q ¼ 1:574   10  10  ð90; 000Þ 2
                                  2
                  ¼ 1:574   81   10  ¼ 1:275 in.
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