2013 lect6 forces on pipe bends.ppt

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    THE FORCE DUE THE FLOW

    AROUND A PIPE BEND

    Consider a pipe bend

    with a constant cross section

    lying in the horizontal plane and

    turning through an angle of .

    Because the fluid changes direction, a force will act in the bend.If the bend is not fixed it will move and eventually break at the joints.

    We need to know how much force a support (thrust block) must withstand.

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    FORCES ON PIPE BENDS

    In order to properly size thrust blocks, hangars, or other devices to hold a pipe

    in place, the momentum equation is used to compute the necessary resistive

    force to hold the pipe stationary.

    Forces in a pipe bend in the horizontal plane are caused by the fluid's

    momentum and pressure.

    If the pipe undergoes a bend in the vertical plane, where the entrance to the

    bend is above the exit (or vice-versa), then the weight of the liquid and pipe

    material within the bend will contribute to the force.

    Since computing the volume of fluid and pipe material within a bend requires

    considerably more input, we kept our calculation relatively simple by keeping

    it in the horizontal plane.

    The forces Fxand Fycomputed by the calculation are the x and y components

    of the total force F.

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    Fy= P2A2sin(b) + d V2Q sin(b) F = (Fx2+ Fy

    2)1/2

    Q=VA A= D2/ 4

    P2= P1+ d (V12- V2

    2) / 2

    Fx= -P1A1- P2A2cos(b) - d Q [V1+ V2cos(b)]

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    THEORTICAL BASIC

    Momentum Analysis of Flow Systems

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    Objectives

    Identify the various kinds of forces and

    moments acting on a control volume.

    Use control volume analysis to determinethe forces associated with fluid flow.

    Use control volume analysis to determine

    the moments caused by fluid flow and the

    torque transmitted.

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    Newtons Laws

    Newtons laws are relations between motions of

    bodies and the forces acting on them.

    First law: a body at rest remains at rest, and a body in

    motion remains in motion at the same velocity in a straightpath when the net force acting on it is zero.

    Second law: the acceleration of a body is proportional to the

    net force acting on it and is inversely proportional to its

    mass.

    Third law: when a body exerts a force on a second body,

    the second body exerts an equal and opposite force on the

    first.

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    NEWTONS EQUATION OF MOTION

    FOR RIGID BODY

    dtdVmmaF

    FdtmVd sys )(

    maFManipulation into momentum

    Resultant of vektor

    F

    MOMENTUM

    IMPULS

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    MOMENTUM BALANCEFOR FLUID FLOW

    xoutoutxininxsysx

    FmVmVdt

    mVd

    )(

    inV

    FdtdmVdmVmVd outoutininsys)(

    FmVmVdt

    mVdoutoutinin

    sys

    )(

    SISTEM

    Component-x

    outV

    Manipulation

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    Force on the Control Volume

    ( )0

    x sysd mV

    dt

    Externalpressure

    Gravity

    Steady Flow : 0 xin in xout out xV m V m F Identify forces

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    PEOCEDURE OF CALCULATION

    Draw a control volume

    Decide on co-ordinate axis systemCalculate the totalforce

    Calculate the pressureforce

    Calculate the bodyforce

    Calculate the resultantforce

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    Draw a control volume

    Decide on co-ordinate axis system

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    Calculate the totalforce

    In the x-direction: In the y-direction:

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    Calculate the pressure force

    Calculate the bodyforce

    There are no body forces in the x or y directions. The only

    body force is that exerted by gravity (which acts into thepaper in this example - a direction we do not need to

    consider).

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    Example : pipe nozzle

    totalforce

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    Calculate the body force

    The only body force is the weight due to gravity in they-direction - but we need not consider this as the only

    forces we are considering are in the x-direction.

    Calculate the resultantforce

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    MENGHITUNG GAYA YANG BEKERJA PADA BAUT

    PENGIKAT FLANGES

    xoutoutxininxsysx

    FmVmVdt

    mVd

    )(

    A nozzle is attached to a fire hose by a bolted flange. What is the force tending to tear apart thatflange when the valve is opened. When the valve is opened the fluid steadily flow out at a velocity

    of 100 ft/s, the area of nozzle 1 in2. the pressure still 100 lbf/in2 gauge What is the force tending to

    tear apart that flange now.

    nozzle

    Pin=100 lbf/in2

    Aout=1 in2

    Ain=10 in2

    Vout=100 ft/s

    SYSTEM

    Flanges

    Fbolt=?

    Pout=Patmosfir

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    xoutoutxininx FmVmV 0

    110

    10

    outin xout xin

    in

    A ftV V V

    A s

    outxoutoutin

    VAmm

    ( )x in atmosfir in x unknownF P P A F

    nozzle

    Pin=100 psig

    Aout=1 in2

    Ain=10 in2

    Vout=100 ft/s

    SYSTEM

    Flanges

    Fbolt=?

    Pout=Patm=0psig

    ( ) ( )x xin xout in atmosfir inF m V V P P A

    3362

    ft

    lbm.water

    22

    2 31 100 62.5 43.3

    144

    ft ft lbm lbmm in

    in s ft s

    2

    2

    243.3 (10 100 ) (100 10 0) 121 1000 879

    32.2

    f mx unknown f f f

    m

    lb s lblbm ft ft F in lb lb lb

    s s s lb ft in

    MENGHITUNG GAYA YANG BEKERJA PADA BAUT

    PENGIKAT FLANGES

    879 ( kiri)x unknown fF lb arah tarikan bolt=x unknown boltF gaya F

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    APLIKASI NERACA MOMENTUM PADA STEDI FLOW

    Soal 7--13

    xoutoutxininx FmVmV 0Qmm

    outin

    ( )in atmosfir in x unk F P P A F

    nozzle

    Pin=40 lbf/in2

    Aout=3 in2

    Ain=12 in2

    Q=1200in3/s

    SYSTEM

    Flanges

    Fbolt=?

    Pout=0psig=Patmosfir

    2 1 1( ) ( )x unk in inin out

    F Q P AA A

    3362

    ft

    lbm.water

    2 ( ) ( )out inx unk in inin out

    A AF Q P A

    A A

    2 4 42 2

    2 4 4 3 2 2

    9 .1200 62.4 40 12 33.6 480 446.4

    12 36 32.2 .x unk

    in in ft lbm lbf s lbf F in

    s in ft in lbm ft in

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    Soal 7.12

    A1=1 in2

    V=200ft/s

    P1=30psig

    F = ?

    How is the force Transmitted

    )( __ xoutxinx FVVm 0

    P2=0psigA2=A1

    10 ( ) ( 0) x unkownm V V P A F

    1x unknownF P A

    Via friction on pipe wall

    kiri =x unknown boltF arah F

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    Impact of a Jet on a Plane

    We will first consider a jet hitting a flat plate (a plane) at an angl

    of 90, as shown in the figure below.

    We want to find the reaction force of the plate i.e. the force the

    plate will have to apply to stay in the same position.

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    Calculate the totalforce

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    Calculate the pressure force.

    The pressure force is zero as the pressure at both the inlet and the

    outlets to the control volume are atmospheric.

    5 Calculate the body force

    As the control volume is small we can ignore the body force due to the

    weight of gravity.

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    Force due to a jet hitting an inclined

    plane

    We do not know the

    velocities of flow in each

    direction. To find these we

    can apply Bernoulli

    equation

    The height differences are negligible i.e.z1 = z2 = z3and the pressures are all

    atmospheric = 0. So

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    Q1 = Q2 + Q3

    u1A1 = u2A2 + u3A3

    soA1 = A2 + A3

    Q1 = A1u

    Q2 = A2u

    Q3 = (A1 - A2)u

    u1 = u2 = u3 = u

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    Calculate the totalforce in the x-direction.

    Remember that the co-ordinate system is normal to the plate.

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    2. Calculate the pressureforce

    All zero as the pressure is everywhere atmospheric.

    Calculate the bodyforce

    As the control volume is small, hence the weight of

    fluid is small, we can ignore the body forces.

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    Fy=??

    V=100ft/s

    Fx=??

    Soal 7.8 hal

    1

    2

    P1=50psig

    P2=40psig

    sistim

    A=0.5 ft2

    xxoutxin FVVm )(0

    10 ( 0) ( )x unk atmm V F P P A 1( )x unkF mV P A

    yyoutyin FVVm )(0

    20 (0 ( ) ( )y unk atmm V F P P A

    2( )y unkF mV P A

    Fx

    Fy

    Momentum

    Masuk +, Keluar -Kecepatan & GayaKekanan, keatas +Kekiri, kebawah -

    FR

    Arah X (horizontal)

    Arah Y (vertikal)

    & adalah gaya dorongx unk y unkF F

    Patm=0psig

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    BESAR DAN ARAH GAYA-GAYA PADA ELBOW

    FmVmV outoutinin 0

    x

    y

    F

    F1tan

    2 2 1 1( sin sin )yF m V V

    Fx

    Fy

    V2 2

    V1

    1

    2

    y

    2

    x FFF F

    2 2 1 1( cos cos )xF m V V

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    Free Jet Flows

    Fx= m(Uxout

    Uxin) = m(U2cos2

    U1cos1)Fy= m(UyoutUyin) = m(U2sin2U1sin1)

    Deflector plate

    Fx

    Fy

    U

    U2control

    volume

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    Free Jet Flows

    y

    x

    Fy

    V

    V 2

    Thrust reverser

    Fx

    Fx= mV(cos21) = AV2(cos21)

    Fy= mV(sin2) = AV2(sin2)

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