ce 321bxl hydrostatic forces on curved surfaces report

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  • 8/19/2019 CE 321BXL Hydrostatic Forces on Curved Surfaces Report

    1/1

    Hydrostatic Forces on Curved Surfaces

    INTRODUCTION

     The principle of the resultant hydrostatic

    force on curved surfaces is somewh

    at the same of the resultant hydrostatic forceon plane surfaces The !oal of the en!ineer

    is to model the force due to pressure with an

    e"uivalent force vector actin! throu!h the

    center of pressure

    One approach is to inte!rate the pressure

    force alon! the curved surface and #nd the

    e"uivalent force The same thin! on how the

    previous reporters delivered on the topic ofHydrostatic Forces on $lane Surfaces

    %&"uations from $lane Surfaces'

    Since we already (now how to !et the

    resultant hydrostatic force) the vertical

    location of line of action and the lateral

    location of line of action) we can apply it on

    how to !et the resultant hydrostatic force

    considerin! curved surfaces with the

    indicated pressure distri*ution

    %Fi!ure +,-'

    It is much easier to sum forces for a free

    *ody de#ned in the #!ure

    %Drawin! of "uarter of a circle'

    So this free *ody dia!ram shows how the

    force actin! on the curved surface relates to

    the force F actin! on the free *ody

    .e ta(e into account to *rea( the resultant

    force F into components

    %Drawin! of "uarter of a circle with the forces

    already'

    So from this picture) there are + o*vious

    forces which are/

    , .ei!ht of the 0uid- Hydrostatic forces that acts on the

    side and top surfaces which are the

    vertical and hori1ontal components+ Resultant force that we are solvin! for

    Summin! of the forces in the hori1ontal

    direction !ives us2 %write on *oard'

     F  X = F 

     AC 

     The line of action for the force F 

     AC   is

    throu!h the center of pressure for side 3C

    desi!nated asY cp  %which was also

    discussed from the previous report'

    Summin! the forces in the vertical

    direction !ives us2 %write on *oard'

     F  y=W + F CB

    where / . 4 wei!ht of the 0uid in the

    free *ody that acts throu!h the center of

    !ravity of the free *ody and F CB  is the

    force on side C5 and acts throu!h the

    centroid of surface C5

     The line of action for the vertical force

    may *e found *y summin! the moments

    a*out any convenient a6is

    %$icture of resultant force with 7cp and

    8cp'

    From the picture shown) the resultant

    force that acts on the curved surface can

    *e determined usin! the vertical location

    and lateral location of line of action Usin!

    tri!onometry) we are a*le to arrive with

    resultant force