Page 194 - Mechanical Engineers' Handbook (Volume 2)
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9 Flow Rate   183

                              Yamanaka et al. 72  describe a velocity profile measuring technique using a time-domain
                           correlation method which they claim has two advantages over the conventional pulse Dopp-
                           ler: higher time resolution and avoidance of the Nyquist limit on maximum velocity.
                           Transit Time Meter Principles
                           Transit time ultrasonic flowmeters are discussed by Lynnworth, 73  who traces the history of
                           such meters back to the 1930s, and by Yoder 74  as part of a survey article. A transit time
                           ultrasonic flowmeter compares the transit times of pulses transmitted upstream and down-
                           stream and infers the average fluid velocity along the beam path from the difference of the
                           two transit times. Typically this is accomplished using pairs of transmitter–receiver units.
                           Each unit serves alternately as a transmitter and a receiver, sending out a burst and then
                           receiving a burst from the other unit. Commercial units are available. 75
                              The time required for the pulse to travel from the upstream transmitter to the downstream
                           receiver is shorter than the time required for the pulse originating at the downstream unit to
                           move upstream, against the flow velocity. This time difference,  t, is the basis for the flow
                                                        76
                           measurement, as described in Efunda :
                                                               L           L
                                              t   (t   t )                                      (33)
                                                   u
                                                       d
                                                           a   V cos    a   V cos
                                                                       2VX
                                                      2V cos            a 2
                                                 L                                              (34)
                                                         2
                                                    2
                                                             2
                                                                          2
                                                                              2
                                                   a   V cos      1   (V /a ) cos
                                                                       2
                           If V/a   1 (flow Mach number    1), then
                                                               2VX
                                                            t 
                                 (35)
                                                                a 2
                                                                2
                                                               a  t
                                                           V 
                                  (36)
                                                                2X
                           where a   acoustic velocity in fluid
                                t   upwind transit time
                                u
                                t   downwind transit time
                                d
                                t   t   t d
                                    u
                                L   line-of-sight distance between transponders
                                    angle between line of sight and pipe centerline
                                V   fluid velocity (assumed uniform along line of sight)
                                X   axial distance between transponders, L cos
                           Flood 71  introduces an additional term to account for the transmission time of the pulse
                           through the body of the transducer and the wall of the pipe, so that the calibration equation
                           can be based on the overall time difference. Eq. (36) deals only with the transit times within
                           the fluid and does not include the wall delay.
                              Both types of ultrasonic flowmeters use information gathered along the propagation path
                           (or paths) to infer the average flow over the entire flow area, as though the velocity were
                           uniform. Considerable effort has been put into the development of methods for dealing with
                           nonuniform flow.
                           Nonuniform Velocity
                           The simplest nonuniformities to deal with are those found in isothermal, fully developed
                           laminar or turbulent flows. These distributions are symmetric about the centerline and, if the
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