II. Fluid Statics

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    FLUID STATICSDr. Novia ST., MT.NIP. 19731105 200003 2003

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    The application of Newton’s law of motion

    can be applied to uid at rest

    F ! m " a

    For a simple uid at rest# the pressure is

    the same in all directions There are no shear stress in a uid at rest

    Introduction

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    Consider a small bloc$ of uid that is part ofa lar%e mass of uid at rest in a %ra&it'(eld"

    Since the uid is at rest# there are are noaccelerations# and the sums of the force onan' part of the uid in an' direction is )ero"

    The *asic +,uation of FluidStatics

     ∆y

    z=0

    z= ∆z

     ∆z

     ∆x

    z y

    x

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    Considr !" z dir#!ion, o$$osi! !o !"dir#!ion o% &ravi!y.

     T" %or#s !"a! a#! on !" s'a(( )(o#* o%+id in !" z dir#!ion ar !" $rssr%or#s on !" !o$ and )o!!o'- and !" %or#o% &ravi!y a#!in& on !" 'ass o% ('n!.

     T"ir s' is

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    Dividin& /x /y /z, &iv

    i'i! !o /z a$$roa#" zro

    *A-./+T-IC +0UATI.N

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    Ideal 3ases

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    2-+SSU-+ F.-C+S .NSU-FAC+S

    2ressure 4 Surfacearea ! constant

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    *U.5ANC5 

    "

    y

    x

    z

    (oa!in& )(o#* o% 4ood

    *uo'ant Force6 The &erticalcomponent of thepressure force

    inte%rated around theentire sureface of aoatin% bod'7

    Cos 8 !9 top: !19  bottom

    (

    Di'ana

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    Prssr sa((y ar 'asrd )y (!!in&!"' a#! a#ross so' ara and o$$osin&

    !"' 4i!" i!"r &ravi!y %or# or !" %or#o% a #'$rssd s$rin&

    ravi!y6%or# '!"od Mano'!r

    2-+SSU-+ /+ASU-+/+NT

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    /anometer is open to the atmosfer at A

    3AS D

    C

    *

    A ; ft

    9 ft

    9

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    r:a*an soa( 2.17 ; 2.39, 2.

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    -+F+-+NC+S

    1. C. . an*o$(is, Trans$or! Pro#ss and >ni!?$ra!ions, @disi *63, Prn!i#6Aa((, In#.,@n&(4ood C(iBs, N4 rsy, 1993

    2. . . Ao((and dan . ra&&, (id (o4 %or C"'i#a(@n&inrs, @disi *62, @d4ard rno(d, ondon, 1995

    3. . . M#Ca), . C. S'i!" dan P. Aarrio!, >ni!?$ra!ions o% C"'i#a( @n&inrin&, @disi *65,M#ra46Ai(( oo* Co. In#., N4 Eor*, 1993