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CALCULO BOMBA AGUA

Cotas=Tk= 2907 mMixer= 2924.77 mL= 200 m

CALCULO DEL CAUDAL DE DISEO !A"A SS!

Q= 6.2666666667 l/s = 0.0062667

Calculo de Caudal de Bombeo:

# $om$a %o& #2 'rs (e $om$eo.

)ro. *oras (e $om$eo tota+, #2 'rs

-T= .27 +/s

Qb = 6.2666667 l/s

CALCULO DE LOS DIMET"OS DE SUCCI1) E IM!ULSI1)

Dimetros Comer%ia+es,!3+a(as 2 5 4metros 0.060 0.072 0.#0#

Calculo del dimetro de succin:

x = 0.6-T= 0.0027 m5/s

Ds = 0.086575 m

Ds = .!06"867 #

Se a(o8ta e+ (imetro %omer%ia+,Ds = 4 0.#0# m/s

0.

$ = 0.772"6!% C&'()*

Calculo del dimetro de im+ulsin:

Dimetros Comer%ia+es,!3+a(as 2 5 4metros 0.060 0.072 0.#0#

0

,eri-icacin: 06 , m/s 0"

:

,eri-icacin: , m/s %5

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; = 0.7729406 m/s C&'()*

CALCULO DE LA ALTU"A DI)MICA DE BOMBEO O TOTAL

1 = 1a 1i 3a 3i

Calculo de 3a:- = 0.0027 m5/sC = #60D = 4 0.#0# m/sLa = Lo&it3( (e +a t3$er +o&it3( e?3i;a+e&te e& e+ tramo

Calculo del tramo de sumer4encia:

's = 2@6 Ds > 0@#

Ds = 0.#0# m/s's = 0.564 m

)on4itud de la tubera de succin :

Lt = +o&it3( a 8ie (e $om$aLt = #>'sLt = #.564 m

)on4itud eui$alente en el tramo de succin

Ta$+as, a+;3+a (e !ie, 90Co(o (e 90 ra(io +aro, 7.5"e(3%%i& Ex%&tri%a DsF, 0.09

)on4itud *ui$alente = "7."0"6

Ca+%3+o La = Lt > Le?3i;a+e&te =

)a = "".266 m

3a = 0.55"765" m

Calculo de 3i:

- = 0.0027 m5/sC = #60D = 4 0.#0# m/sLi = Lo&it3( t3$eria im83+si& > Lo&it3( e?3i;a+e&te (e im83+si&

)on4itud de la tubera de im+ulsin :

Liim83+si&F = *i > Lo&it3( ee (e $om$a=Lim8F = (iH. %otaF > Lim8Lim8F = 2#7.77 m

)on4itud eui$alente en el tramo de im+ulsin:

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8/ 4Ta$+as, Am8+ia%i& Co&%&tri%a #2DiF, 4.7

+;3+a (e rete&%i& +i;ia&oF, 40#0 Co(os (e 90 "L, 66+;3+a mari8osa , .Sa+i(a (e T3$eria, 4

)on4itud *ui$alente = %"0.6768

Ca+%3+o Li = Lim83+si&F > Le?3i;a+e&te =

)i = !08.!!68 m

3i = 2.007 m

i&a+me&te,1 = 1a 1i 3a 3i

Do&(e,

*a = #7.77 m*i = 4 ma = 0.669767 mi = 2.50550754 m

1 = %0!.607 m

CALCULO DE LA !OTE)CIA DE LA BOMBA

Do&(e,- = .27 +/s 22.6 m5/'r* = #04.55075 m

( = %.%%!0%2 C,

( = %.2"7608 1(

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m/s

0.#624

0.9

0.#624

#.6

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mmm

m

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mmmmm #20 8si

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CALCULO BOMBA !"ODUCTO

Cotas=Tk= 2907 mMixer= 2924.77 mL= 200 m

CALCULO DEL CAUDAL DE DISEO !A"A SS!

Q= %.27% l/s = 0.00%27%

Calculo de Caudal de Bombeo:

# $om$a %o& #2 'rs (e $om$eo.

)ro. *oras (e $om$eo tota+, #2 'rs

-T= #.27#5 +/s

Qb = %.27% l/s

CALCULO DE LOS DIMET"OS DE SUCCI1) E IM!ULSI1)

Dimetros Comer%ia+es,!3+a(as 2 5 4metros 0.060 0.072 0.#0#

Calculo del dimetro de succin:

x = 0.6-T= 0.00#27#5 m5/s

Ds = 0.08"77% m

Ds = %.5!527 #

Se a(o8ta e+ (imetro %omer%ia+,Ds = 2 0.060 m/s

0.

$ = 0.627257 C&'()*

Calculo del dimetro de im+ulsin:

Dimetros Comer%ia+es,!3+a(as 2 5 4metros 0.060 0.072 0.#0#

0

,eri-icacin: 06 , m/s 0"

:

,eri-icacin: , m/s %5

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; = 0.27256 m/s C&'()*

CALCULO DE LA ALTU"A DI)MICA DE BOMBEO O TOTAL

1 = 1a 1i 3a 3i

Calculo de 3a:- = 0.00#27#5 m5/sC = #60D = 2 0.060 m/sLa = Lo&it3( (e +a t3$er +o&it3( e?3i;a+e&te e& e+ tramo

Calculo del tramo de sumer4encia:

's = 2@6 Ds > 0@#

Ds = 0.060 m/s's = 0.227 m

)on4itud de la tubera de succin :

Lt = +o&it3( a 8ie (e $om$aLt = #>'sLt = #.227 m

)on4itud eui$alente en el tramo de succin

Ta$+as, a+;3+a (e !ie, 90Co(o (e 90 ra(io +aro, 7.5"e(3%%i& Ex%&tri%a DsF, 0.504

)on4itud *ui$alente = "7.60!8

Ca+%3+o La = Lt > Le?3i;a+e&te =

)a = "8.8%8 m

3a = 0.8!"765% m

Calculo de 3i:

- = 0.00#27#5 m5/sC = #60D = 2 0.060 m/sLi = Lo&it3( t3$eria im83+si& > Lo&it3( e?3i;a+e&te (e im83+si&

)on4itud de la tubera de im+ulsin :

Liim83+si&F = *i > Lo&it3( ee (e $om$a=Lim8F = (iH. %otaF > Lim8Lim8F = 2#7.77 m

)on4itud eui$alente en el tramo de im+ulsin:

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8/ 4Ta$+as, Am8+ia%i& Co&%&tri%a #2DiF, 2.454

+;3+a (e rete&%i& +i;ia&oF, 40#0 Co(os (e 90 "L, 66+;3+a mari8osa , .Sa+i(a (e T3$eria, 4

)on4itud *ui$alente = %88.28!

Ca+%3+o Li = Lim83+si&F > Le?3i;a+e&te =

)i = !06.008! m

3i = .!"08"86 m

i&a+me&te,1 = 1a 1i 3a 3i

Do&(e,

*a = #7.77 m*i = 4 ma = 0.4976#6 mi = 5.49096 m

1 = %06.%%066 m

CALCULO DE LA !OTE)CIA DE LA BOMBA

Do&(e,- = #.27#5 +/s 4.67 m5/'r* = #0.##04 m

( = 2.6"7"6"7 C,

( = 2.757!% 1(

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m/s

0.#624

0.9

0.#624

#.6

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mmmmm #20 8si

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