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                       in discharge. This hypothesis is physically acceptable; hypothesizing b = 0.3, P s  = 10 bar, P amb  = 1 bar, we
                       get that P 1  can vary between 3.33 bar and 10 bar. It is the same for P 2 .
                         Linearizing the subsonic feed flow rate curve with a secant passing through the points P 1  = P s , G 1  = 0
                               ∗
                       and P 1  =  b 1 P s , G 1  = G 1 sonic , of angular coefficient K L1 , we get

                                                       G 1 =  K L1 P s –  P 1 )                 (20.69)
                                                               (

                       where


                                              K L1 =  -------------------- =  ----------------------- =  -------------  (20.70)
                                                     G 1sonic
                                                                          r n C 1
                                                               r n C 1 P s
                                                                     ∗
                                                         ∗
                                                                (
                                                                  –
                                                    P s –  b 1 P s  P s 1 b 1 )  1 b 1 ∗
                                                                           –
                       or
                                                             (
                                                           r n P s – P 1 )
                                                      G 1 =  --------------------------C 1      (20.71)
                                                                 ∗
                                                             ( 1 b 1 )
                                                               –
                         In the neighborhood P 1  = P 1r  and C 1  = C 1r  = 0 (the subscript r indicates of reference), we get
                                                         (
                                                       ----------------------------C 1 =
                                                  G 1 =  r n P s –  P 1r )  K 11 C 1            (20.72)
                                                             ∗
                                                         ( 1 b 1 )
                                                           –
                         Equation (20.72) is valid for V ref1  > 0, to which C 1  > 0 corresponds analytically.
                         The flow rate discharge is expressed by


                                                         G 1 =  r n C 1 P 1                     (20.73)


                       which in the neighborhood P 1  = P 1r  becomes

                                                    G 1 =  r n P 1r C 1 =  K 12 C 1             (20.74)


                         Equation (20.74) is valid for V ref1  < 0, to which C 1  < 0 corresponds analytically.
                         Calculating a mean of slopes K 11  and K 12  we get a mean slope K mean  given by

                                                                         ∗
                                                                   (
                                                       K 11 +    r n P s – b 1 P 1r )
                                                K mean =  --------------------- =  ---------------------------------  (20.75)
                                                            K 12
                                                                         ∗
                                                                    (
                                                          2        21 b 1 )
                                                                       –
                         The linearized flow rate as a function of C 1  therefore becomes
                                                              ∗
                                                        (
                                                      ---------------------------------C 1 =
                                                 G 1 =  r n P s –  b 1 P 1r )  K 1 C 1          (20.76)
                                                              ∗
                                                        21 b 1 )
                                                         (
                                                            –
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