hidráulica urbana i linea de conduccion 2do trabajo

8/12/2019 Hidrulica Urbana I Linea de Conduccion 2do Trabajo

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Facultad de Ingeniera Civil

INDICE

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INTRODUCCIN.03

TITULO. ...04

OBJETIVOS GENERALES YESPECFICOS 05

MARCO CONCEPTUAL.. ..05

DISEO DE LA LINEA DE CONDUCCION...07

PROCEDIMIENTO.!

EVALUACION DEL IMPACTO AMBIENTAL..3

MEMORIA DESCRIPTIVA.....4

CALCULOS "IDR#ULICOS..7

ANALISIS DE RESULTADOS....!3

CONCLUSIONES........!4

RECOMENDACIONES!4

OBSERVACIONES......!4

REFERENCIAS BIBLIOGRAFICAS..!5

ANE$OS.!%

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INTRODUCCION

T&'()*)+,'-/,/ /, /- P/&1 2 /, ,/&' &/)6, /, '&)*-'&8 -' *+,(**)6, (/- ''

/ 9' &/'-):'(+ +& &';/('(. F/&+, -+ ),*' + '&' )&&)'& -+ /&&/,+ (/ *-);+8

'&+;/*9',(+ -' =)*'*)6,8 ,'&'-/:' 2 ++&'?>' (/- /&&/,+8 )/,(+ ,' ?+&'

;)'=-/ 2 /*+,6)*'.

B'@,(+,+ /, -+ 2' ',/ /,*)+,'(+ ,/&+ &'='+ *+,)/ /, /- ()/+ (/ ,'

->,/' (/ *+,(**)6, (/ '' +& &';/('( /, -' P&+;),*)' (/ I*'.

N/&' ->,/' (/ *+,(**)6, / ('&@ (/ ,' *@'&' &/(*+&' (/ &/)6, ' +&'

*@'&' &/(*+&' (/ &/)6,8 /, -' *'- 9/+ '-)*'(+ -' *+,()*)+,/ *-)@)*' 2

++&@?)*' (/- -'&.

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DISEO DE UNA LINEA DE CONDUCCIN

DE UNA CAMARA REDUCTORA DE

PRESION A OTRA CAMARA REDUCTORADE PRESION

I - OBJETIVOS GENERALES Y ESPECFICOS

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a) OBJETIVO GENERAL

D)/'& ,' ->,/' (/ *+,(**)6, +& &';/('( (/(/ ,' *@'&' &/(*+&' (/

&/)6, ' +&' *@'&' &/(*+&' (/ &/)6,..

E'=-/*/& *&)/&)+ '&' /- ()/+ (/ ->,/' (/ *+,(**)6, (/ :+,' &&'-.

b) OBJETIVOS ESPECFICOS.

C+,+*/& -+ ()),+ )+ (/ /*',)+ ,/' (/ *+,(**)6,. U)-):'& +(+ '(/*'(+ '&' (//&),'& /- ()@/&+ (/ -' =/&>' 2

'**/+&)+.

M',/'& -' +/&'*)+,/ (/ ',/,))/,+ &/;/,);+ 2 -' '*);)('(/ (/

',/,))/,+ *+&&/*);+.

O/&'& , -', (/ &'='+ +=&/ /- ',/,))/,+ (/- )/' (/ ''.

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II - MARCO CONCEPTUAL

1) LNEA DE CONDUCCIN DE AGUA POTABLE.-

S/ (/,+),' ->,/' (/ *+,(**)6, ' -' '&/ (/- )/' *+,));+ +& /- *+,,+ (/(*+ 2 '**/+&)+ (/),'(+ ' &',+&'& /- '' (/(/ (+,(/ / /,*/,&' /,

/'(+ ,'&'- 9'' , ,+ ,/' (/=/ *'-*-'&/ *+, /- '+ @)+

()'&)+.

L' ->,/' (/ *+,(**)6, -' +(/+ ();)()& /, (+ )+ -' ->,/' (/ *+,(**)6,

+& &';/('( 2 ->,/' (/ *+,(**)6, (/ =+=/+. N/&+ &'='+ / ()/'& ,' ->,/'

(/ *+,(**)6, +& &';/('( +& -+ *'- ,+ +*'&/+ (/ /--+

2) LNEAS DE CONDUCCIN POR GRAVEDAD.-

U,' ->,/' (/ *+,(**)6, +& &';/('( /' *+,))(' +& -' =/&>' *++ -' /&*&'8

'**/+&)+8 ()+));+ 2 ;@-;-' ),/&'(' ' /--'. P'&' // ()/+ / (/=/ /,/&

/, */,' -' *'&' ()+,)=-/ + ()?/&/,*)' (/ /-/;'*)6,8 *''*)('( '&' &',+&'& /-

'+ @)+ ()'&)+8 -' =/&>' 2 /- ()@/&+ 2 -' /&*&' ' /-/'(' /, -+ )/' (/ '='/*))/,+ (/ '' +,

T=/&>' (/ ?)/&&+.

T=/&>' (/ '=/+*//,+ H'*

T=/&>' (/ +-)*-+&&+ (/ ;),>-)*+ HPVC.

3) C!a"a# "$!%& %"'( $ "&*+,$"a# *& %"'(E&*&' ' 2 &/(*)& -' &/)6, &/-');' ' */&+ H&/)6, '+?&)*'8 *+, -' ?),'-)('( (//;)'& ('+ ' -' =/&>'.

/) Ca"0a *'!',a E, *'-'.

) G$%& *& a"'&& S/ (/,+),' ' -' +=&/&/)6, ,/' ' ='+ *+,()*)+,/ (/ +/&'*)6,.

6) N'7& *& ,a"0a ',a R/&//,' -' *'&' @)' ' -'


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8) P9"*'*a *& ,a"0a +'a"'a :5;)E -' &()(' (/ /,/&>' /, -' =/&>' +& ,)('(

(/ -+,)( (/=)(' ' -' &/)/,*)' (/- '/&)'- (/- *+,(*+ '- ?-+ (/- ''. S/

/&/' /, K. + .

' / -' =)*'

/, -+ ,+ '-+ (/ -' ->,/'.

11) V7+a *& %+"0a V@-;-' =)*'(' /, -+ ,+ @ ='+ (/ -' &/( +

*+,(**)6, '&' /-)),'& '*-'*)6, (/ /()/,+.

12) Da"&a*$"

D/'&/,'(+& / ,' /&*&' ()/'(' '&' &//,/& -' '&/,'


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I I I DISEO DE LA LINEA DE CONDUCCION

1- APLICACIN

L' '-)*'*)6, (/ -' &//,/ >' /&@ /, )/' &&'-/ 2 /+8 /&&/,+ '-;)'-/8 ,);/- ?&/@)*+ '-+8 *//,/&)+ 2 +&+ /&;)*)+.

/ U)-):'& :+,'


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/ - CAUDAL DE DISEO

P'&' /- ()/+ (/ ->,/' (/ *+,(**)6, / )-):' /- *'('- @)+ ()'&)+ '&' /-

/&>+(+ (/- ()/+ /-/**)+,'(+.

/.1 Ca"0a ',a *'!',a

L' C'&' E@)*' @)' '*/'=-/ /&@ (/ 50 2 -' C'&' D),@)*' >,)'

/&@ (/ .

F)&' . C'&' /@)*' 2 (),@)*' (/ -' ->,/' (/ *+,(**)6,

TUBERAS

P'&' -' /-/**)6, (/ -' *-'/ (/ =/&>' / (/=/ *+,)(/&'& -+ *&)/&)+


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S/ (/=/&@ /-/**)+,'& /- )+ (/ =/&>' /, ='/ ' -' '&/);)('( (/- /-+ 2 '-

),//&)+. E, // 1-)+ *'+8 (/ '&/ /- ?)/&&+ '-;',):'(+ / -/ ('&@ ,'

&+/**)6, //*)'-.

A,)+ (/ -' ->,/' (/ *+,(**)6, / (/ 34 '&' /- *'+ (/

)/' &&'-/

6 ESTRUCTURAS COMPLEMENTARIAS.

.1 C!a"a *& 77+a *& a'"&.

E- ')&/ '*-'(+ /, -+ ,+ '-+ &+;+*' -' &/(**)6, (/- @&/' (/- ?-+ (/-

''8 &+(*)/,(+ , '/,+ (/ &()(' (/ *'&' 2 ,' ()),*)6, (/-

'+. P'&' /;)'& /' '*-'*)6, / ,/*/'&)+ ),'-'& ;@-;-' (/ ')&/

'+@)*' H;/,+' + ','-/ H?)&' 3.

F)&' 3. V@-;-' (/ ')&/ ','-

.2 C!a"a *& 77+a *& %+"0a.

L+ /()/,+ '*-'(+ /, -+ ,+ ='+ (/ -' ->,/' (/ *+,(**)6, *+,

++&'?>' '**)(/,'('8 &+;+*', -' &/(**)6, (/- @&/' (/ ?-+ (/- ''8

)/,(+ ,/*/'&)+ ),'-'& ;@-;-' (/ &'


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.3 C!a"a "$!%&-%"'(

A- /))& ?/&/ (/,);/- /,&/ -' *''*)6, 2 '-,+ ,+ ' -+ -'&+

(/ -' ->,/' (/ *+,(**)6,8 /(/, /,/&'&/ &/)+,/ /&)+&/ ' -'

@)' '. E, // *'+ / )/&/ -'

),'-'*)6, (/ *@'&' &+/&/)6, *'(' 50 (/ (/,);/-. L'

=/&>' (/ ),&/+ /'&@ +& /,*)' (/ ,);/- (/- '' H?)&' 5.

F)&' 5. C@'&' &+/&/)6,

7. DIMENSIONAMIENTO.

P'&' /- ()/,)+,')/,+ (/ -' =/&>'8 / /,(&@, /, */,' -' ))/,/

*+,()*)+,/

6.1 La L4&a 0"a*'&& 5'*"+',a :L. G. =.)

L' ->,/' &'()/,/ 9)(&@-)*' /'&@ )/&/ +& /,*)' (/- /&&/,+. E, -+,+ *&>)*+ / +(&@ *'=)'& /- ()@/&+ '&' /+&'& -' /,()/,/.

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6.2 P9"*'*a *& ,a"0a +'a"'a :5;)

P'&' /- &+6)+ (/ ()/+ / *+,)(/&',

E*'*)+,/ (/ "':/, 2 )--)' '&' ()@/&+ '2+&/ ' ! -'(' + 9'2

?6&-' ()@/&+ /,+&/ ' ! -'(' *++ -' (/ F')& 9)-/.

8 COMBINACIN DE TUBERAS

E +)=-/ ()/'& -' ->,/' (/ *+,(**)6, /()',/ -' *+=),'*)6, (/ =/&>'8 )/,/

-' ;/,'' (/ +)):'& -' &()(' (/ *'&'8 *+,/)& &/)+,/ (/,&+ (/ -+

&',+ '())=-/ 2 ()),)& -+ *++ (/- &+2/*+.

S/ (/?),/ -+ ))/,/

"? P&()(' (/ *'&' +'- H.

L L+,)( +'- (/ =/&>' H.

$ L+,)( (/ =/&>' (/ ()@/&+ /,+& H.

L$ L+,)( (/ =/&>' (/ ()@/&+ '2+& H.

9? P&()(' (/ *'&' ,)'&)' (/ -' =/&>' (/ '2+& ()@/&+.

9?! P&()(' (/ *'&' ,)'&)' (/ -' =/&>' (/ /,+& ()@/&+.

L' &()(' (/ *'&' +'- (//'(' "?8 / -' ' (/ &()(' (/ *'&' /, -+ (+

&'+ (/ =/&>' H?)&' 7.

"? 9?! $ 9? HL$

F)&' 7. P/&?)- (/ -' *+=),'*)6, (/ =/&>'

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IV PROCEDIMIENTO

. R/,)+ ,/&' ?/,/ (/ ),?+&'*)6,8 ',/ (/ *-'/8 -)=&+ / I,/&,/.

!. T&':'+ ,/&' ->,/' (/ *+,(**)6, *+, -' *+' ('('.

3. S/ &/'-):+ -' /;'-'*)6, (/- )'*+ '=)/,'-.

4. "'--'+ ,/&+ *'('- &+/()+ /1, -' *',)('( (/ +=-'*)6, 2 -'

(+'*)6, '&' -/+ 9'--'& /- *'('- (/ ()/+.

5. P&+*/(/+ ' 9'--'& ,/&+ ()@/&+

M+(+ (/ ()@/&+ *+=),'(+ H&/?/&/,*)'- '&' -+ *'- 9'--'+ -+

;'-+&/ (/- *+/?)*)/,/ (/ &+)('( (/ -' =/&>' Q' /1, *''-++

N)*+--.

M+(+ ','->)*+

%. M/()',/ /- ',@-)) (/ &/-'(+ (//&),'+ /- +(+ &/*+/,('=-/ 2 -+

'**/+&)+


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V ESTUDIO DEL IMPACTO AMBIENTAL

L' /;'-'*)6, (/- )'*+ '=)/,'- / ,/*/'&)' /, -' *+,*/*)6, (/ &+2/*+8


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VI MEMORIA DESCRIPTIVA

1. UBICACIN

E- ()&)+ /'-'(+ ' *+,),'*)6, '&' -' /-'=+&'*)6, (/- ()/+ (/ ->,/' (/

*+,(**)6,8 ?/ '(+'(+ +& /,/& //',:' *+, -' *'&'*/&>)*' ),()*'('

'&' ()*9+ (/'&&+--+.

D/'&'/,+ ICA

P&+;),*)' ICA

D)&)+ UERCO

ALTITUD !50 ..,..

CLIMA C@-)(+ T/-'(+

2. PAR?METROS DE DISEO

Capa!"#$ %C@'&' R/(*+&' (/ P&/)6,

P&$' () **)+a(a %C@'&' R/(*+&' (/ P&/)6,

P',*a!"#$ () (")' % 0000 9'=)',/

L'$+"&( a!&/&*a(a % !00 .

T"p' () &)*' %'&/,' '&*)--+'

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ZONA DE

ESTUDIO


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3. DATOS DEL DISEO.

a0 D'a!"#$ P)1 !2p"a%D/ '*/&(+ A- R/-'/,+ N'*)+,'- (/ E()?)*'*)+,/

HRNE (/ "',*';/-)*' / *+,)(/&'&@ -' ))/,/ (+'*)6,.

P+=-'*)6, 0000 "'=.

P+=-'*)6, R&'- !000 "'=.

S/ &'' (/ ,' P',*a!"#$ &1,a$a.

C-)' T/-'(+ !00 ..,..

A-)( (/ -' :+,' !50 ..,..

S/ &'' (/ , D)&)+ *+, C*"/a

)/p*a('.

E- RNE E/*)?)*' ,' (+'*)6, (/ 50 -/.

,0 Va1"a!"#$ () C'$&/'% P'&' -+ /?/*+ (/ ;'&)'*)6, (/ *+,+ /

*+,)(/&'&@, -+ ))/,/ ;'-+&/

U)-):'&/+ -' E*'*)6, G/,/&'-8 +&


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VII CALCULOS 3IDR4ULICOS

A) =ALLANDO EL CAUDAL DE DISEO.

CAUDAL DE DISEO.

" 0 .5 .50

PD 00 9'=

L %.

L! 3.W

B) =ALLANDO EL CAUDAL PROMEDIO.

CAUDAL PROMEDIO%

P86400

501800

P .04! -/.

( .04!.30 .0

5( .9L:)+.

3ALLANDO EL ;a' (/ PVC )-):', ,

*+/?)*)/,/ (/ C 508 &':6, +& -' *'- 9'&/+ -' ))/,/ *+&&/**)6, '&'

C'11)!!"#$%1

2S

85.1

150

140

2S =.88=

3?C=00. "?HC40

TRAMO I% ?RIO CRP0

D/ C'('- .4W0 L./.

C'&' ()+,)=-/ " 5.5 .

L %.

A&/")$(' &$ ("2/)1' < " 50 .

E, /- #='*+ (/ F')& 9)-/

"?HC40 0.3%0

"?HC50 0.3%

S HR/'- "?HC50 LHE


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"?HC50 0.44

S HR/'- "?HC50 LHE


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"?HC50 0.3%

S HR/'- "?HC50 LHE&*a P&1+a% [ ;.. D =.

S) D 00 .

P'&' TRAMO I HRIO \ CRP

D ! 00 .

[ ;.. !

= V2*>&*a () A"1)% [ ;.'. D =. HE-)6, (/ A)&/

P'&' TRAMO I HRIO \ CRP

[ ;.'. ! 0.W

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[ ;.'. X

VIII ANALISIS DE RESULTADOS.

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P'&' +(/& &/'-):'& /- +(+ (/ FAIR "IPPLE &/'-):'+ -' *+&&/**)6, '&'

+(/& '-)*'& ' =/&>' P.V.C 2' '+ /- @='*+ (/- C408 -+ *+,;/&)+

'- C50.

P'&' -+ &'+ ')+ ()),+ ()@/&+ +& /- @='*+ (/ FAIR "IPPLE

-+ *'-/ (/=/, *-)& -' *+,()*)6, &),*)'- /- *'- /

S HR/'- "

T&'+ I ] ,+ *-/ -' *+,()*)6, ] 4 ) *-/ /&+ 2'


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E- +(+ &/*+/,('=-/ '&' -' &/'-):'*)6, (/ // )+ (/ &+2/*+ / /- (/-

@='*+ (/ FAIR "IPPLE8 2' ,/' (/ *+,(**)6, / 9' ();)()(+ /, (+ &'+8 '&' /-

&)/& &'+ (/ %. 9/+ ')(+ /- ] X 2 '&' /- /,(+ &'+ (/

3.W 9/+ ')(+ , ] 4.

L+ '**/+&)+ / (/'--', /, /- -',+ (/ /&?)- -+,)(),'- )/,(+ ),()/,'=-/

'&' ,/&+ ()/+ -' *@'&' &/(*+&' (/ &/)6,.

E- /()+ (/ -' /;'-'*)6, (/- )'*+ '=)/,'- ,+ (//&' -' ;)'=)-)('( (/-

&+2/*+ '&' +(/& ))'& -+ /?/*+ '(;/&+


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II REFERENCIAS BIBLIOGRAFICAS

SIMON AROC"A. A='/*))/,+ (/ '' /()*)+,/ ;/' &- *'&'*' WW7.

REGLAMENTO NACIONAL DE EDIFICACIONES '+ !00% M),)/&)+ (/

V);)/,(' 2 C+,&**)+,/ L)'P/&1.

ABASTECIMIENTO DE AGUA Y ALCANTARILLADO8 V)/&/,(/- WW5 L)' \

P/&1.

JOS^ C^SPEDES ABANTO8 *'&&//&'8 ()/+ +(/&,+ &)/&' /()*)6,.

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ANEOS

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