2.5 Estudio de Hidraulica

7/25/2019 2.5 Estudio de Hidraulica

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MUNICIPALIDAD PROVINCIAL DE HUANTA

PROYECTO: MEJORAMIENTO Y AMPLIACIN DEL CANAL DE RIEGO EN LA LOCALIDAD DE ESPRITUBAJO, DISTRITO DE HUANTA AYACUCHOPAG. 60 AYUM


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2.5 ESTUDIO HIDRAULICO E INFRAESTRUCTURA DELPROYECTO

El !"#$%&": M$'"!()*$+&" # A)l*(%*+ -$l %(+(l -$ !*$" $+ l(l"%(l*-(- -$ E/!*&1 B('", -*/&!*&" -$ H1(+&(, !"2*+%*( -$ H1(+&( A#(%1%3" %"+/&( -$ "4!(/ -$ *+5!($/&!1%&1!( 3*-!1l*%( %")" /"+:

Obras Hidrulicas

B"%(&")( D$/(!$+(-"! C(+(l -$ %"+-1%%*+ # -*/&!*41%*+ C)(!(/ -*/*(-"!( -$ $+$!( Al%(+&(!*ll(/. P1$+&$ $(&"+(l #7" %!1%$ (8!$"

Obras de arte T")( l(&$!(l P(/(!$l( C(+"(/.

2.5.1BOCATOMA

2.5.1.1 GENERALIDADESL(/ 4"%(&")(/ /"+ "4!(/ 3*-!1l*%(/ %1#( 51+%*+ $/ !$1l(! #%(&(! 1+ %(1-(l -$&$!)*+(-" -$ (1(, $+ $/&$ %(/", (!(, (!(*!!*(! l(/ &*$!!(/ (!%"l(/ -$l C$+&!" P"4l(-" -$ E/!*&1 B('".

L( 14*%(%*+ )/ (!"*(-( (!( 1+( 4"%(&")( /$ !$/1)$ $+ l"/&!()"/ !$%&"/ # $/&(4l$/ -$l !", -$$+-*$+-" -$ l( &""!(5(, l($"l"(, l( %((%*-(- "!&(+&$ -$ l"/ /1$l"/ #, !*+%*(l)$+&$, -$l(/ 2(!*(%*"+$/ 3*-!"l*%(/ -$l l1(! 91$ +"/ /$!2*! -$

$)l(()*$+&".

2.5.1.2 ELEMENTOS PRINCIPALES DE UNA BOCATOMAa) Azud

El (1- $/ 1+( $/&!1%&1!( -$ -$!*2(%*+ 91$ /*!2$ (!( $l$2(! $l +*2$l-$ l(/ (1(/, ( l( 2$ %1)l$ l( 51+%*+ -$ %(&(! # -$'(! $/%((! $l(1( $;%$-$+&$ 91$ +" -$4$ *+!$/(! (l /*/&$)(.S$ %"+"%$+ &()4*8+ %")" !$/( 2$!&$-"!(, "!91$ /$ %"+/&!1#$ $+/$+&*-" &!(+/2$!/(l (l !", l$2(+&(+-" -$ $/&$ )"-" $l +*2$l -$l (1(,

# 2$!&$-"!( "!91$ -$'( (/(! $l (1( +" -$!*2(-(.

PROYECTO: MEJORAMIENTO Y AMPLIACIN DEL CANAL DE RIEGO EN LA LOCALIDAD DE ESPRITUBAJO, DISTRITO DE HUANTA AYACUCHOPAG. 6


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b) Soleras

S$ &!(&( -$ 1+( l"/( " */" ( -$/+*2$l, $+ %"+%!$&" " $+ !"%(, 91$ /$14*%(+ (1(/ (!!*4( # (1(/ (4('" -$ l( !$/(.T*$+$+ "! "4'$&" !"&$$!l( -$ l( $!"/*+, (-$)/, %!$(! 1+ "" -$/$-*)$+&(%*+ -"+-$ /$ -$"/*&$+ l"/ )(&$!*(l$/ -$ /1/$+/*+.

c) Muros laterales

E+%(1(+ $l (1( -$l !" 3(%*( l( !$'*ll( # !"&$$+ l"/ &(l1-$/ -$(2$+*-(/ " %!$%*$+&$/, /$ %"+/&!1#$+ $+ %"+%!$&" -"+-$ $l $/$/"! #l( l"+*&1- -$ $/&"/ -$$+-$! -$l $/&1-*" -$ $/&(4*l*-(- -$ l"/)1!"/.

d) Canal Colector

R$%*4$ $l (1( ( &!(28/ -$ l( !$'*ll( # $+&!$( $l (1( %(&(-( ( l(%)(!( -$ !$%"l$%%*+. P"! 5(%*l*-(- -$ %"+/&!1%%*+ # -$)(+&$+*)*$+&" /$ !$%")*$+-( l( 1&*l*(%*+ -$ l( /$%%*+!$%&(+1l(!, l( 91$ -$4$ &$+$! 1+( $+-*$+&$ $+&!$ < = # =,(!(+&*(+-" l( 2$l"%*-(- (-$%1(-( (!( 91$ $l (1( ?1#(!$2*+*$+-" l( /$-*)$+&(%*+.

2.5.1.3 DISEO HIDRAULICO DE LA BOCATOMAP(!( $l -*/$@" 3*-!1l*%" -$ l( B"%(&")( 91$ 2*$+$ /*$+-" 14*%(-($+ $l !*" H1(+&( !*" T(4l(%3(%(, /$ &") $l %(1-(l );*)" -$-*/$@", -$ l"/ $/&1-*"/ !$(l*(-"/ ESTUDIO HIDROLOGICO DELPROYECTO: RIO HUANTA, (!( l" %1(l /$ )1$/&!( l(/ -*)$+/*"+$/3*-!"l*%(/ /$+ $l %1(-!" (-'1+&":



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2.5.2DESARENADOR

2.5.2.1 GENERALIDADESL"/ -$/(!$+(-"!$/, /"+ "4!(/ 3*-!1l*%(/ 91$ /*!2$+ (!( /$(!(!,-$%(+&(! # !$)"2$! $2(%1(! -$/18/, $l )(&$!*(l /l*-" 91$ ll$2($l (1( -$ 1+ %(+(l. El )(&$!*(l /l*-" 91$ /$ &!(+/"!&( "%(/*"+($!'1*%*"/ -$ l(/ "4!(/: U+( !(+ (!&$ -$l )(&$!*(l /l*-" 2(-$"/*&+-"/$ $+ $l 5"+-" -$ l"/ %(+(l$/ -*/)*+1#$+-" /1 /$%%*+.

2.5.2.2 ELEMENTOS DE UN DESARENADORP(!( %1)l*! /1 51+%*+, $l -$/(!$+(-"! /$ %")"+$ -$ l"//*1*$+&$/ $l$)$+&"/:

a). Transicin de entrada: 1+$ $l %(+(l %"+ $l -$/(!$+(-"!.

b). Cmara de sedimentacin: l1(! $+ l( %1(l l(/ (!&%1l(//l*-(/ %($+ (l 5"+-", -$4*-" ( l( -*/)*+1%*+ -$ l( 2$l"%*-(-!"-1%*-( "! $l (1)$+&" -$ l( /$%%*+ &!(+/2$!/(l.

S$+ D141(&, l(/ 2$l"%*-(-$/ l)*&$/ "! -$4('" -$ l(/ %1(l$/ $l(1( %$/( -$ (!!(/&!(! -*2$!/(/ )(&$!*(/ /"+:F P(!( l( (!%*ll( 0.0< )7/

F P(!( l( (!$+( +( 0.


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$/ +$%$/(!*" /$%(! l( %)(!( -$l -$/(!$+(-"!, $l %(+(l -*!$%&" 91$2( "! /1 %"+&"!+", $!)*&$ 91$ $l /$!2*%*" +" /$ /1/$+-(. C"+ $/&$+ ( l( $+&!(-( /$ %"l"%(+ -"/ %")1$!&(/ 1+( -$ $+&!(-( (l-$/(!$+(-"! # "&!( (l %(+(l -*!$%&".

2.5.3CANAL DE CONDUCCION Y DISTRIBUCION

2.5.3.1 GENERALIDADESE+ 1+ !"#$%&" -$ !*$", l( (!&$ %"!!$/"+-*$+&$ ( /1 %"+%$%*+,-$+*-" "! /1 l(+&$()*$+&" 3*-!1l*%", &*$+$ !*+%*(l *)"!&(+%*(,-$4*-" ( 91$ $/ (ll -"+-$ /$ -$&$!)*+(+ l(/ $/&!(&$*(/ -$51+%*"+()*$+&" -$l /*/&$)( -$ !*$" %(&(%*+, %"+-1%%*+ %(+(l(4*$!&" " ( !$/*+ , !$1l(%*+, "! l" &(+&", (!( -$/(!!"ll(! $ll(+&$()*$+&" 3*-!1l*%" -$l !"#$%&" /$ &*$+$ 91$ *)l$)$+&(! l"/

-*/$@"/ -$ l( *+5!($/&!1%&1!( *-$+&*%(-( $+ l( $&(( -$ %()"%(+(l$/, "4!(/ -$ (!&$ (%1$-1%&"/, %(+"(/, (l%(+&(!*ll(/, &")(/l(&$!(l$/ $&%., "4!(/ $/$%*(l$/ 4"%(&")(/, -$/(!$+(-"!$/, &+$l$/,/*5"+$/ $&%.

2.5.3.2 CANALES DE RIEGO POR SU FUNCIONE+ $l P!"#$%&" -$ M$'"!()*$+&" # ()l*(%*+ -$l %(+(l -$ !*$", l"/%(+(l$/ "! /1/ -*5$!$+&$/ 51+%*"+$/ (-"&(+ l(/ /*1*$+&$/-$+")*+(%*"+$/:

F Canal de !"#e! $!den.K Ll()(-" &()4*8+ %(+(l )(-!$ " -$-$!*2(%*+ # /$ l$ &!(( /*$)!$ %"+ $+-*$+&$ )+*)(,+"!)(l)$+&$ $/ 1/(-" "! 1+ /"l" l(-" #( 91$ "! $l "&!" l(-" -(%"+ &$!!$+"/ (l&"/. 1$ 2( -$/-$ $l ): 0000 (l ): 00 (!( l(!$(!(%*+ -$l %(+(l, # -$l ) 0 (l )


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E/&1-*" -$ H*-!"l"( C(1-(l );*)" # )+*)" E/&1-*" -$ A!"l"( D$)(+-( # "5$!&( -$ (1(, /1$l" (!(

(!*%1l&1!( E/&1-*" -$ S1$l"/ T*" -$ /1$l"

2.5.3.( DISEO DE SECCIONES HIDRAULICASS$ -$4$ &$+$! $+ %1$+&( %*$!&"/ 5(%&"!$/, &(l$/ %")": &*" -$)(&$!*(l -$l %1$!" -$l %(+(l, %"$%*$+&$ -$ !1"/*-(-, 2$l"%*-(-);*)( # )+*)( $!)*&*-(, $+-*$+&$ -$l %(+(l, &(l1-$/, $&%.

L( $%1(%*+ )/ 1&*l*(-( $/ l( -$ M(++*+ " S&!*%l$! 91$ $/& $+51+%*+ -$: , A, S, +, R, # /$ )1$/&!( $+ $l %(l%1l" /*1*$+&$:

2.5.(RAPIDAS) CAIDAS Y CAMARA DISIPADORA DE ENERGIA

2.5.(.1 GENERALIDADESL(/ !*-(/ %31&$/ /"+ 1/(-(/ (!( %"+-1%*! (1( -$/-$ 1+($l$2(%*+ )(#"! ( 1+( )/ 4('(. L( $/&!1%&1!( 1$-$ %"+/*/&*! -$1+( $+&!(-(, 1+ &!()" *+%l*+(-", 1+ -*/*(-"! -$ $+$!( # 1+(&!(+/*%*+ -$ /(l*-(. El &!()" *+%l*+(-" 1$-$ /$! 1+ &14" " 1+(/$%%*+ (4*$!&(. L(/ !*-(/ /"+ /*)*l(!$/ ( l(/ %(-(/, $;%$&" 91$$ll(/ &!(+/"!&(+ $l (1( /"4!$ -*/&(+%*(/ )/ l(!(/, %"+$+-*$+&$/ )/ /1(2$/ # ( &!(28/ -$ -*/&(+%*(/ )/ l(!(/.

L( %)(!( -*/*(-"!( -$ $+$!( $/ 1+( $91$@( "4!( 91$ /$%"+/&!1#$ (!( -*/*(! l( $+$!( -$l (1(. P"(/ -*/*(-"!(/ "/(l*-(/ %"+ "4/&%1l"/ 4(Q$- "1&l$&/ /"+ 1/(-(/ %")" -*/*(-"!(/-$ $+$!( $+ $/&$ &*" -$ $/&!1%&1!(/. U+( &!(+/*%*+ -$ /(l*-( $/1/(-( %1(+-" $/ +$%$/(!*" (!( &!(+/*%*"+(! $l ?1'" $+&!$ $l-*/*(-"! -$ $+$!( # $l %(+(l -$/18/.

2.5.(.2 CRITERIOS DE DISEO

El -*/$@" /$ )1$/&!( $+ $l /*1*$+&$ %1(-!":

2.5.5ALCANTARILLAS

2.5.5.1 GENERALIDADESU+( (l%(+&(!*ll( $/ 1+( $/&!1%&1!( 91$ &*$+$ "! "4'$&*2" !*+%*(l/"!&$(! 1+ "4/&%1l" (l (/" -$l (1(. E+ l( )(#"!( -$ l"/ %(/"/ /$(l*%(+ (l -*/$@" 2*(l, $/ -$%*!, %1(+-" $l ?1'" $/ *+&$!%$&(-" "! 1+%()*+" " 1+( 2(, $+ $l !"#$%&" $;*/&$ 1+ %()*+" 91$ 2( 3(%*(M(#+(#, "! l" 91$ %"+/&!1*! 1+( (l%(+&(!*ll( -$ (/".



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2.5.5.2 CRITERIOS DE DISEOEl -*/$@" /$ )1$/&!( $+ $l /*1*$+&$ %1(-!":

2.5.*PUENTE PEATONAL

2.5.*.1 GENERALIDADESU+ 1$+&$ %(+(l $/ 1+( $/&!1%&1!( 91$ $!)*&$ $l %!1%$ -$ 1+ %(+(l( &!(28/ -$ -$!$/*"+$/ "%(/ !"51+-(/ -$l &$!!$+", !"/, 91$4!(-(/" (!!"#"/ # %"+/*/&$ $/$%*(l)$+&$ $+ 1+ &!()" -$ %"+-1%&"/""!&(-" "! $+%*)( -$l &$!!$+" )$-*(+&$ *l(/ " %(4(ll$&$/.E+ $l !"#$%&" $l %"+-1%&" $/ (4*$!&", $l 51+%*"+()*$+&" $//$)$'(+&$ ( 1+ %(+(l "!-*+(!*", $/ -$%*! 91$ $l (1( ?1#$ 4('" l((%%*+ -$ l( !(2$-(-.

2.5.*.2 PARTES +UE INTEGRANE+ $l !"#$%&" /$ -*5$!$+%*(+ -"/ (!&$/ !*+%*(l$/: l( /14$/&!1%&1!( # l( /1$! $/&!1%&1!(:

S14$/&!1%&1!( : *l(/, %(4(ll$&$/, $/&!*4"/ S1$!$/&!1%&1!( : &!(+/*%*+ -$ $+&!(-(, %")1$!&(, %"+-1%&",

&!(+/*%*+ -$ /(l*-(.

2.5.*.3 CLASIFICACIONa, P'en-e analA91$ll"/ %1#" %"+-1%&", %$!!(-" " (4*$!&" &!(4('( ( l( !$/*+(&)"/58!*%(./, A'ed'-$A91$ll"/ $+ l"/ %1(l$/ $l %"+-1%&" 51+%*"+(l ( !$/*+ /1$!*"! ( l((&)"/58!*%(.


2.5 Estudio de Hidraulica

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