Elementary Pump Theory

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    Elementary

    Pump Theory

    Dr. P. I. Ayantha Gomes

    1

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    Water in

    Waterout

    Do always water inand out over a blade

    is like this

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    !

    Water in

    Waterout

    May be water in and outcan be like this!!!

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    "

    Water in

    Waterout

    Water in

    between inletand out let

    Does always watermove alon# the blade

    like this

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    $

    Water in

    Waterout

    Perhaps% the watermove like this &e.#.lo'alised (umps)***

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    +

     alon# the blade., evertheless%turbulen'es%eddies% lo'alised (umps that are not

    visible to nakedeye are obvious, It is assumedthere are in/nitenumber o0 bladesand the #ap

    between twoblades areetremely 'lose%when derivin#euations,Also% this doesnot mean velo'itywill be tan#entialto the blade% it willhave a resultantdire'tion that is in

    many 'asesunknown% unless

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    5ater parti'les &saystreamlines) will be

    at di6erent dire'tions

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    Water in

    Waterout

    w1

    u1

    V (water, earth) = V (water, blade) + V(blade, earth)  v1 = w1 +u1 

    β1

    v1w1α

    1

    u1 = r1

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    Waterout

    u1

    V (water, earth) = V (water, blade) + V(blade, earth)  v1 = w1 +u1 

    β1

    v1w1

    ow we will introduce two"ore velocities#$

    1) %he absolute (i$e$, relativeto earth) circu"&erential

    velocity o& water

    ') radial velocityco"onent (radial "eans it

    is erendicular to thecircu"&erential

    co"onent)

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    V (water, earth) = V (water, blade) +(blade, earth)  v1 = w1u1 

    ow we will introduce two"ore velocities#$

    1) %he absolute (i$e$, relative

    to earth) circu"&erentialvelocity o& water') radial velocity

    co"onent (radial "eans itis erendicular to the

    circu"&erential

    co"onent)

    w1

    u1

    β1

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    V (water, earth) = V (water, blade) + V(blade, earth)  v1 = w1 +u1 

    w1

    u1

    β1

    α1

    Vn1

    •9n1 is the absolute normal velo'ity 'omponent o0the water. :ometimes re0er as radial velo'ity asthis 'omponent 'rosses the 'enter o0 the impeller

    • 9t1 is the absolute 'ir'um0erential velo'ity o0 water

    ;oth these are velo'ities o0 water% and nothin# todo with the blade o0 the im eller

    Vt1

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    u1

    β1

    v1w1

    Vn1

    u1

    β1

    v1w1

    Vn1

    Does 9n1 is a'tuallya radial velo'ity

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    1!

    ;y an#ular momentumtheory

    9t1 and 9t2 are absolute 'ir'um0erential velo'ity

    'omponents o0 the -ow< then Power delivered to -uid'an be 'al'ulated as

    =e0erred as Euler euations 0or pumps. It shows torue%power and head are 0un'tions o0 rotor>tip velo'ities &u)and absolute -uid velo'ities &v) only< in other words

    independent o0 any aial velo'ities throu#h thema'hine

    ;ernoulli euation inrotatin# 'oordinates

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    1"

    *a"le -iven are the &ollowin. data &or aco""ercial centri&u.al water u" r1= / in, r' = 0 in,

    β1= 23, β'= '23, seed = 1//2 r4"in$ *sti"ate (a) the

    desi.n5oint dischar.e, (b) the water horse ower, and(c) the head i& b1 = b' = 1$06 in$

    • As radial velo'ity 9n 'an be

    epressed as 

    • There0ore% by 'ontinuity euationpower o0 the pump 'an beepressed as @

    • b1 and b2 are inlet and outlet

    blade widths. This euationalso 'an be used to 'al'ulate

    the desi#n -ow rate andusually estimated assumin#the -ow enters ea'tly normalto the impeller &i.e. 1 is 78B)