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    hydrostatic. Thus, the pressure difference measured at the DP cell is the

    same as that at the elevation of the probe, because the static head between

    point 1 and the pressure device is the same as that between point 2 and the

    pressure device, so that P P2 P1.We usually want to determine the total flow rate (Q) through the

    conduit rather than the velocity at a point. This can be done by using

    Eq. (10-1) or Eq. (10-2) if the local velocity is measured at a sufficient

    number of radial points across the conduit to enable accurate evaluation

    of the integral. For example, the integral in Eq. (10-2) could be evaluated

    by plotting the measured vr values as vr vs. r2, o r a s rvr vs. r

    [in accordance with either the first or second form of Eq. (10-2), respec-

    tively], and the area under the curve from r 0 to r R could be deter-

    mined numerically.The pitot tube is a relatively complex device and requires considerable

    effort and time to obtain an adequate number of velocity data points and to

    integrate these over the cross section to determine the total flow rate. On the

    other hand the probe offers minimal resistance to the flow and hence is very

    efficient from the standpoint that it results in negligible friction loss in the

    conduit. It is also the only practical means for determining the flow rate in

    very large conduits such as smokestacks. There are standardized methods

    for applying this method to determine the total amount of material emitted

    through a stack, for example.

    III. THE VENTURI AND NOZZLE

    There are other devices, however, that can be used to determine the flow

    rate from a single measurement. These are sometimes referred to as

    obstruction meters, because the basic principle involves introducing an

    obstruction (e.g., a constriction) into the flow channel and then mea-

    suring the pressure drop across the obstruction that is related to the flow

    rate. Two such devices are the venturi meter and the nozzle, illustrated in

    Figs. 10-2 and 10-3 respectively. In both cases the fluid flows through a

    reduced area, which results in an increase in the velocity at that point.

    The corresponding change in pressure between point 1 upstream of the

    constriction and point 2 at the position of the minimum area (maximum

    velocity) is measured and is then related to the flow rate through

    the energy balance. The velocities are related by the continuity equation,

    and the Bernoulli equation relates the velocity change to the pressure

    change:

    1V1A1 2V2A2 10-5

    Flow Measurement and Control 295

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    For constant density,

    V1 V2A2

    A1 10-6

    and the Bernoulli equation is

    P2 P1

    1

    2 V22 V

    21 ef 0 10-7

    where plug flow has been assumed. Using Eq. (10-6) to eliminate V1 and

    neglecting the friction loss, Eq. (10-7) can be solved for V2:

    V2 2P

    1 4

    1=2

    10-8

    where P P2 P1 and d2=D1 (where d2 is the minimum diameter

    at the throat of the venturi or nozzle). To account for the inaccuracies

    introduced by assuming plug flow and neglecting friction, Eq. (10-8) is

    written

    V2 Cd2P

    1 4

    1=2

    10-9

    296 Chapter 10

    FIGURE10-2 Venturi meter.

    FIGURE10-3 Nozzle.

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    where Cd is the discharge or venturi (or nozzle) coefficient and is deter-

    mined by calibration as a function of the Reynolds number in the conduit.

    Typical values are shown in Fig. 10-4, where

    NReD D1V1

    and NRed

    d2V2

    NReD=:

    Because the discharge coefficient accounts for the non-idealities in the

    system (such as the friction loss), one would expect it to decrease with increas-

    ing Reynolds number, which is contrary to the trend in Fig. 10-4. However, the

    coefficient also accounts for deviation from plug flow, which is greater at lower

    Reynolds numbers. In any event, the coefficient is not greatly different from

    1.0, having a value of about 0.985 for (pipe) Reynolds numbers above about

    2 105, which indicates that these non-idealities are small.

    According to Miller (1983), for NReD >4000 the discharge coefficient

    for the venturi, as well as for the nozzle and orifice, can be described as a

    function ofNReD and by the general equation

    Cd C1 b

    NnReD10-10

    where the parameters C1, b, and n are given in Table 10-1 as a function of.

    The range over which Eq. (10-10) applies and its approximate accuracy are

    given in Table 10-2 (Miller, 1983). Because of the gradual expansion

    Flow Measurement and Control 297

    FIGURE 10-4 Venturi and nozzle discharge coefficient versus Reynolds number.

    (From White, 1994.)

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    298 Chapter 10

    T

    ABLE

    10-1

    Va

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    0

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    Flow Measurement and Control 299

    O

    rifice

    Corner

    taps

    0:

    5959

    0:

    0312b

    2:

    1

    0:

    184b

    8

    91

    .71b

    2:

    5

    0.7

    5

    Flange

    taps

    (D

    inin

    .)

    D

    2:

    3

    0:

    59590:

    0312b

    2:

    1

    0:

    184b

    80:

    09

    b4

    D1

    b4

    ;

    0:

    0337

    b3

    D

    91:

    71b

    2:

    5

    0.7

    5

    2D

    2:

    3d

    0:

    59590:

    0312b

    2:

    1

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    80:

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    0:0337

    b3

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    91:

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    2:

    5

    0.7

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    Flange

    tapsD*inmm

    )

    D*58:

    4

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    59590:

    0312b

    2:

    1

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    82:

    286

    b4

    D*1

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    b3

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    D

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    dD=2taps

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    1

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    5

    a

    DetailedReynoldsnumber,line

    size

    ,betaratio

    ,andotherlimita

    tionsaregiveninTable10-2.

    b

    From

    BIFCALC-4

    40/441;them

    anufacturershouldbeconsulted

    forexactcoefficientinformation

    .

    c

    Derivedfrom

    theBadgermeter

    ,Inc

    .Lo-Losstubecoefficientcu

    rve;themanufacturershouldbe

    consultedforexactcoefficientin

    formation

    .

    d

    From

    Stolz(1978).

    Source:Miller(1983).

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    300 Chapter 10

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    Flow Measurement and Control 301

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    designed into the venturi meter, the pressure recovery is relatively large, so

    the net friction loss across the entire meter is a relatively small fraction of the

    measured (maximum) pressure drop, as indicated in Fig. 10-5. However,

    because the flow area changes abruptly downstream of the orifice and noz-zle, the expansion is uncontrolled, and considerable eddying occurs down-

    302 Chapter 10

    FIGURE 10-5 Unrecovered (friction) loss in various meters as a percentage of

    measured pressure drop. (From Cheremisinoff and Cheremisinoff, 1987.)