Tuberias Simples

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    UNIVERSIDAD AUTONOMA DE TAMAULIPAS

    FACULTAD DE INGENIERIA

    HIDRAULICA DE MAQUINAS TUBERIAS YTRANSISTORIOS

    CAPITULO 4

    RÁMIREZ PÉREZ CARLOS

    IZAGUIRRE NÚÑEZ JORGE LUIS

    ING. MARCOS CHI SILVA

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    INDICE

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    REFERENCIAS

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    4.1 Bombas en sistemas de tuberías

    L# ,&+,# e %!$3-=e! e! -! %"e+# (e "-,er# 7#r# $&!6er"%r e!er0#+e$2!%$# >-+%!%"r#(# 7&r -! +e$#!%+& %+7-3&r? e! e!er0# 1%(r2-3%$#. E"#e!er0# #(%$%&!#3 7er+%"e "r#!+%"%r -! @3-%(& (e -! 3-0#r # &"r& $-#!(& !& [email protected]#$"%,3e -e @3-=# 7&r 0r#6e(#( e3e6#r3& # $%er"# #3"-r# &,re 3# ,&+,# &re$%r$-3#r3& e! -! %"e+# $err#(&. E! 0e!er#3 e3 [email protected]$"& (e -!# ,&+,# e! -!%"e+# e %!$re+e!"#r 3# e!er0# "&"#3 e! -!# $#!"%(#( H $&+& e +-e"r# e! 3#@%0-r# ).*

    Figura 4.1 Efecto de una bomba en un sistema.

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    4.2 Línea de gradiente hidráulico en sistemas bomba-tubería

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    L# 7ree!$%# (e ,&+,# e! %"e+# (e "-,er# #@e$"# 3# 3!e# (e e!er0# "&"#3= 7%e&+"r%$# (e3 @3-& =# -e 3# ,&+,# &! +2-%!# 1%(r2-3%$# $-=& &,e"%6&e $&!6er"%r e!er0# +e$2!%$# (e r&"#$%8! e! e!er0# $%!"%$# & 7&"e!$%#3 (e3 @3-%(&(e!"r& (e3 %"e+#. E3 [email protected]$"& (e (%$1# $&!6er%8! e ##(%r e!er0# 7&r -!%(#( (e7e& #3 @3-& #-+e!"& -e e (e"e$"#(& 7&r 3& +#!8+e"r& #0-# #rr%,# = #0-#

    (e,#& (e 3# ,&+,#. E! $&!e$-e!$%# e3 #-+e!"& (e e!er0# e [email protected]# e! 3##3"-r# +#!&+"r%$# e! $#(# 7-!"& #@e$"2!(&e # 3# @&r+# = 3# 7e!(%e!"e (e 3#3!e# +e!$%&!#(#.

    E! 3# %0-%e!"e %+#0e! e +-e"r# 3& #!"er%&r+e!"e (e$r%"& -!# ,&+,# $&3&$#(#e! -! %"e+# (e "-,er# %+73e. L# ,&+,# ##(e e!er0# #3 @3-& = 7&r $&!%0-%e!"e e3e6# 3# 3!e# (e e!er0# "&"#3 = (e 0r#(%e!"e 1%(r2-3%$&.

    P#r# 3& $-#3 "e!e+& 3# %0-%e!"e e$-#$%&!e

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    4.3 Curvas de un sistema bomba-tubería

    4.3.1 curvas de la bomba

    L# $-r6# (e $#-(#3 $&!"r# #3"-r# 7%e&+"r%$# "&"#3 = $&!"r# [email protected]%$%e!$%# &!-+%!%"r#(# 0e!er#3+e!"e 7&r 3& @#,r%$#!"e (e 3# ,&+,# e! e3 %0-%e!"eee+73& (e >Q 6 H? e $&!&$e $&+& 3# $-r6# (e 3# ,&+,#.

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    4.3.2 Curvas del sistema

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    4.3.3 Punto de operacin de la bomba

    E3 7-!"& (e &7er#$%8! e e3 $#-(#3 -e e"2 %e!(& e!6%#(& = 3# #3"-r# (%!2+%$#-+%!%"r#(# 7&r 3# ,&+,#. D%$1& 7-!"& (e &7er#$%8! e e3 $&r"e (e 3# (& $-r6##!"er%&re.

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    4.4 Limitaciones en la altura de succin

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    4.! Bombas en sistemas de tuberías

    C-#!(& e "e!0# 3# !e$e%(#( (e $&3&$#r -!# ,&+,# e! -! %"e+# (e "-,er# e7-e(e 33e0#r # +3"%73e #3"er!#"%6# (e &3-$%&!e 1%(r2-3%$#. A +e(%(# -e e

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    4." Bombas en tuberías simples

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    REFERENCIAS

    ESCUELA DE INGENIERIA DE ANTIOQUIA A$#(e+%# (e +e$2!%$# (e F3-%(& =re$-r& 1%(r#-3%$& >P#0%!# e,?

    1""[email protected]%(&.e%#.e(-.$&31%(r#-3%$#0-%#,&+,#B&+,#.1"+3

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