TURBOMACHINES : Pumps Performance

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    TURBOMACHINES

    PUMPS PERFORMANCE

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    Net Positive Suction Head (NPSH)

    On the suction side of a pump, There is a possibility ofcavitation occurring within the pump due to low

    pressures. cavitation occurs when the liquid pressure at a given

    location is reduced to the vapor pressure of the liquid .

    This causes loss in efficiency as well as structural

    damage to the pump. Potential for cavitation is characterized with the

    difference between the total head on the suction side,near the pump impeller inlet,

    And the liquid vapor pressure head,

    reference for the elevation head passes through thecenterline of the pump impeller inlet.

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    Net Positive Suction Head (NPSH)

    This difference is called the net positive suction headNPSH

    There are actually two values of NPSH of interest.

    NPSHR , required NPSH, that must be maintained, orexceeded, so that cavitation will not occur.

    Determined from the above equation

    NPSHA , available NPSH, which represents the head that

    actually occurs for the particular flow system. This value can be determined experimentally, or

    calculated if the system parameters are known.

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    Absolute pressures are normally used since the vapor

    pressure is usually specified as an absolute pressure. Forproper pump operation it is necessary that

    as the height of the pump impeller

    above the fluid surface, z1, isincreased, the NPSHA isdecreased.

    Therefore, there is some criticalvalue for z1 above which the pump

    cannot operate without cavitation.

    if the reservoir is above the

    pump, z1 will be negative inand the NPSHA will increaseas this height is increased.

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    Pump Curves

    Pump manufacturers supply performance curves for

    each of their pumps. These are normally referred to aspump curves. These curve are generally developedusing water as the reference fluid.

    The following can be read directly from a pump curve:

    Head vs. flow rate information for any fluid

    Pump efficiency for any fluid

    Pump horsepower for system operating with water

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    Pump Performance Curves

    DevelopedHead

    ImpellerDiameter

    Efficiency

    Flow Rate

    NPSH

    Horsepower

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    ExampleQ = 300 gpm

    Di= 10

    Head(ft) = 95 ft

    (%) = 70

    P(hp) = 10HP

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    Power Input

    fluid

    water

    fluid

    water

    fluidGrSp

    P

    P..

    Note: A less dense fluid requires less horsepower

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    NPSH

    Do not use NPSH to size or select a pump unless all elsefails. Pump selection is governed by H vs. Q requirementsof system. When NPSHA is too small, it might be increasedby:

    Increasing source pressure (not usually feasible) Cooling liquid to reduce vapor pressure (not usually

    feasible) Raise elevation of source reservoir

    Lower elevation of pump inlet Raise level of fluid in reservoir

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    EXAMPLE

    Estimate(a)the design-point discharge,(b)the water horsepower, and

    (c)the head if b1 = b2 =1.75 in.

    Given are the following data for a commercial centrifugal waterpump:

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    From the inlet-velocity diagram, Fig.

    with

    the discharge is

    Solution Part (a)The angular velocity is

    the tip speeds are

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    Example -Part (b)

    The outlet radial velocity follows from Q

    This enables us to construct the outlet-velocity diagram as in Fig.

    given

    The tangential component is

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    Part (b)

    The power is then computed from Eq.with

    at the design point

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    Part (c)

    The head is estimated from

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    If NPSHA Cant Be Increased

    If the pump must be modified to achieve proper NPSH:

    Larger slower-speed pump

    Double suction impeller

    Larger impeller eye

    Oversized pump with an inducer

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    Pump Selection from Many Choices ofCharacteristic Curves

    1. Examine pump curves to see which pumps operatenear peak efficiency at desired flow rate. Thissuggests some possible pipe diameters.

    2. Compute system head requirement for a few

    diameters.

    3. Compute V for some diameters. For water V in therange of 1 10 ft/s is reasonable (see ahead).

    4. Re-examine pump curves with computed head andpipe diameters. This may give a couple of choices.

    5. Pick pump with highest efficiency.

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    Remember

    Maximize pump efficiency

    Power input (hp) should be minimized if possible

    Selected impeller diameter should not be largest or

    smallest for given pump. If your needs changeswitching impellers is an economical solution

    NPSH required by the pump must be less thanNPSHA

    O

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    Effect of Operating Pumpsin Series, in Parallel

    Pumps can be arranged in series or in parallel to provide

    for additional head or flow capacity. When two pumps are placed in series, the resulting

    pump performance curve is obtained by adding heads atthe same flowrate.

    both the actual head gained bythe fluid and the flowrate areincreased, but neither will bedoubled if the system curveremains the same.

    The operating point is at (A)for one pump and moves to(B) for two pumps in series.

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    Effect of Operating Pumps - in Parallel For two identical pumps in parallel, the combined

    performance curve is obtained by adding flowrates at the

    same head, as shown in Fig

    The flowrate for the system willnot be doubled with the additionof two pumps in parallel (if thesame system curve applies).

    However, for a relatively flatsystem curve, as shown inFig. a significant increase inflowrate can be obtained as

    the operating point movesfrom point (A) to point (B).

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    Dimensionless Parameters and Similarity Laws

    Characteristics of pumps are usually determinedexperimentally,

    dimensional analysis and similitude considerations will beuseful in the study and documentation of thesecharacteristics.

    The principal, dependent pump variables are the actual

    head rise, ha, shaft power, WShaft, and efficiency, .

    incompressible fluids - compressibility effects notConsidetred

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    Dimensionless Parameters and Similarity Laws

    head rise coefficient.

    power coefficient

    Reynolds number that

    represents the relativeinfluence of viscous effects.

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    Dimensionless Parameters and Similarity Laws

    At high Reynolds numbers, the effect of the Reynolds

    number can be neglected.

    The relative roughness, /D, can also be neglected in pumpssince the highly irregular shape of the pump chamber isusually the dominant geometric factor rather than thesurface roughness.

    All pertinent dimensions, li scaled by a common length scale

    The dependent pi terms are functions of only Q/D3, sothat

    Di i l P t d Si il it L

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    Dimensionless Parameters and Similarity Laws

    CQ= Q/D3 the flow coefficient

    These three equations provide the desired similarityrelationships among a family of geometrically similarpumps.

    Dimensionless Parameters and Similarity Laws

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    Dimensionless Parameters and Similarity Laws

    It follows then

    where the subscripts 1 and 2 refer to any two pumpsfrom the family of geometrically similar pumps.

    If two pumps from the family are operated at the same value of flowcoefficient

    With pump scaling lawsit is possibleto experimentally determine the performance characteristics of onepump in the laboratory and then use these data to predict the corresponding characteristicsfor other pumps within the family under different operating conditions.

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    Dimensionless Parameters and Similarity Laws

    shows some typicalcurves obtained for acentrifugal pump (12inch dia, at 1000 rpm.

    shows the results plotted interms of the dimensionlesscoefficients, CQ, CH, CP,and .

    Dimensionless Parameters and Similarit La s

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    From these curves shown in Figure

    the performance of different-sized, geometrically similar

    pumps can be predicted, as can the effect of changingspeeds on the performance of the pump from which thecurves were obtained.

    It is to be noted that the efficiency, , is related to theother coefficients through the relationship = C

    Q

    CH

    C-1P

    .

    Dimensionless Parameters and Similarity Laws

    Special Pump Scaling Laws

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    Special Pump Scaling Laws

    Two special cases related to pump similitude commonlyarise.

    In the first case we are interested in how a change in theoperating speed, , for a given pump, affects pumpcharacteristics. For the same flow coefficient (andtherefore the same efficiency) with D1 = D2 (the same

    pump)

    The subscripts 1 and 2 now refer to the same pump

    operating at two different speeds at the same flowcoefficient.

    Special Pump Scaling Laws

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    Special Pump Scaling Laws

    Also

    Thus, for a given pump operating at a given flowcoefficient, the flow varies directly with speed, the headvaries as the speed squared, and the power varies asthe speed cubed.

    These scaling laws are useful in estimating the effect ofchanging pump speed when some data are availablefrom a pump test obtained by operating the pump at aparticular speed.

    Special Pump Scaling Laws

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    Special Pump Scaling Laws

    In the second special case we are interested in how achange in the impeller diameter, D, of a geometrically

    similar family of pumps, operating at a given speed,affects pump characteristics.

    for the same flow coefficient with 1 =2

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    Specific Speed

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    Specific Speed

    A useful pi term can be obtained by eliminating diameterD between the flow coefficient and the head rise

    coefficient.

    The dimensionless parameter Ns is called the specificspeed.

    In dimensional form.

    Suction Specific Speed

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    Suction Specific Speed

    In dimensional form

    With an analysis similar to that used toobtain the specific speed pi term, the

    suction specific speed, Ss can beexpressed as

    This dimensionless parameter is useful in determining therequired operating conditions on the suction side of the pump.

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    Power Input

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    Power Input

    For fluids other than water:

    WmP

    min

    s

    hps

    lbf t

    f t

    lb

    gal

    ft

    min

    galq

    lb

    lbft

    g

    gH

    hpP f

    m

    m

    f

    c

    60550

    48.7

    1

    )(

    3

    3

    W

    m