1.- Memoria Descriptiva Del Estudio Definitivo

7/25/2019 1.- Memoria Descriptiva Del Estudio Definitivo

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Consultora de Obra para la Elaboracin del EstudioDefinitivo y Expediente Tcnico del proyecto: Instalacindel Sistea de !"ua #otable y !lcantarillado #ara El !$%$%uapan& Distrito de 'uri"anc(o)

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CONTENIDO

CAPITULO I GENERALIDADES 3

1.1 ANTECEDENTES 31.2 BASE LEGAL 3

CAPITULO II OBJETIVOS 5

2.1 OBJETIVO GENERAL 5

CAPITULO III CARACTERISTICAS DE LA ZONA 9

3.1 UBICACIN Y LMITES 9

CAPITULO IV DIAGNOSTICO DE LOS SERVICIOS EXISTENTES 11

4.1 SISTEMA DE AGUA POTABLE 114.2 SISTEMA DE ALCANTARILLADO. 11

CAPITULO V PARAMETROS DE DISEO 11

5.1 CALCULO POBLACIONAL 115.2 ANALISIS DE LA DEMANDA 135.2.1 DEMANDAPROMEDIO 135.2.2 DEMANDATOTAL 13

CAPITULO VI CRITERIOS DE DISEO 28

6.1 SISTEMADEAGUAPOTABLE 286.1.1 CONFORMACINYLMITES 286.1.2 CLCULOIDRULICO 296.1.3 UBICACINYRECUBRIMIENTO 296.1.4 VLVULAS 326.1.5 GRIFOSCONTRAINCENDIOOIDRANTES 336.1.6 ANCLAJES 336.2 SISTEMADEALCANTARILLADO 346.2.1 CONFORMACINYLMITES 346.2.2 CLCULOIDRULICO 35

6.2.3 UBICACINYRECUBRIMIENTODETUBERAS 366.2.4 CMARASDEINSPECCIN 386.2.5 ESTACIONESDEBOMBEODEDESAG!ES 39

CAPITULO VII OBRAS A REALIZAR EN EL AA.HH HUAMPANI. 42

".1 OBRAS GENERALES Y SECUNDARIAS. 42".2 OBRAS GENERALES 42".2.1 OBRAS GENERALES DE AGUA POTABLE 42".2.2 OBRAS GENERALES DE ALCANTARILLADO 45".3 OBRAS SECUNDARIAS 46".3.1 OBRAS SECUNDARIAS DE AGUA POTABLE 47".3.2 OBRAS SECUNDARIAS DE ALCANTARILLADO 48

1


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CAPITULO VIII PROCEDIMIENTO CONSTRUCTIVO 49

RED DE DISTRIBUCIN DE AGUA PROYECTADA 49A. E#CAVACINDELA$ANJAS 491.A.1 ANCHOYPROFUNDIDADDELAZANJA 49

1.A.2 CARACTERSTICASDELASZANJAS 501.A.3 DIMENSIONESDELASZANJAS 501.A.4 FONDODELAZANJA 51B. INSTALACINDETUBERA 511.B.1 CAMADEAPOYOYFONDOSDEZANJA 511.B.2 INSTALACI!NPROPIAMENTEDICHA 51C. RELLENOYCOMPACTACINDE$ANJAS 53D. PRUEBASDELATUBERA 53E. ANCLAJESDEACCESORIOS 54F. VLVULASYACCESORIOS 55G. PRUEBASIDRULICAS 55

1.G.1 PRUEBAPARCIAL 551.G.2 PRUEBAFINALTOTAL 58H. RELLENODE$ANJASYLIMPIE$AFINAL 581.H.1 PRECAUCIONESPARAELRELLENO 581.H.2 MODODEEFECTUARELRELLENO 58I. PRUEBAIDRULICAA$ANJACONRELLENOCOMPACTADOYDESINFECCIN 59J. RESTITUCINDELPAVIMENTO 60CONE#IONESDOMICILIARIASDEAGUAPOTABLE 60A. ELEMENTODEUNINCONLAINSTALACININTERIOR 62REDPRINCIPALYSECUNDARIADEALCANTARILLADO 62A. ENTIBADOYTABLESTACADO 631.A.1 EDIFICACI!NDEBUZONESPROYECTADOS 67B. INSTALACINDETUBERA 681.B.1 BAJADAAZANJA 681.B.2 CRUCESCONSERVICIOSEXISTENTES 691.B.3 PLANOSDEREPLANTEO 691.B.4 NIVELACI!NYALINEAMIENTO 69C. CONE#INDELOSTUBOSDEPVCALOSBU$ONESDEINSPECCIN. 70D. PRUEBASIDRULICAS 711.D.1 PRUEBADEFILTRACI!N 711.D.2 PRUEBADEINFILTRACI!N 71%.1.1 CONE#IONESDOMICILIARIASDEALCANTARILLADO 72%.1.2 ESTACINDEBOMBEODEDESAG!ES 72LNEADEIMPULSINDEDESAG!E. 74A. E#CAVACIONES 74B. INSTALACINDETUBERASUNIDASPORTERMO&FUSIN' 75

CAPITULO IX PRESUPUESTO 76

2


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&

CAPITULO I GENERALIDADES

1.1 ANTECEDENTESL( E)*+,-( , S,+/00- , A( P(7, 8 A7(9(+077( , L0)(: SEDAPAL: ,9 -(;(070(0?9 , +,,- , (( *(7,8 (7(9(+077( @, *,+)00+( *+,/0- 9+((+ 7- -,+/00- , 9( 9-7+( , +( @, -,,9(+, , 7( ,7(+(0?9 ,7 E-0 D,;0900/ ,7 P+8, Instalacin del Sisteade !"ua #otable y !lcantarillado #ara El !$%$ %uapan& Distrito de 'uri"anc(o)$

E7 ,-(++77 ,7 *+,-,9, -,+/00 )(+< ) (-, 7 ,-(++77( ,9 ,7 ,-0 (

90/,7 , *+, 09/,+-0?9' Instalacin del Sistea de !"ua #otable y !lcantarillado #araEl !$%$ %uapan& Distrito de 'uri"anc(o) PIP 1%%511: ,7 ,-(++77 , 7- ,-0-)*7,),9(+0- @, -9 9,,-(+0- 8 7( 097-0?9 , (@,77(- +,),9(09,- @,*+*+09,9 7(- ,/(7(09,- , 7(- 0/,+-(-


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L,8 , C9+((09,- ,7 E-( ,7 4.6.2%: (*+( *+ D,+,

L,0-7(0/ N 11" 8 -- )0;0(+0(- L,8 NK2%"3.

R,7(),9 , 7( L,8 , C9+((09,- ,7 E-( ,7 21.12.2%: (*+(

*+ D.S. N 1%4&2%EF 8 - )0;0(+0( D.S. NK13%&212&EF. D.S. N 6&2 EF: ,7 R,7(),9 , O+(90(0?9 8 F909,-: ,7

O+(90-) S*,+/0-+ , 7(- C9+((09,- ,7 E-( HOSCE.

L,8 G,9,+(7 ,7 A)0,9, & L,8 NK2%611.

L,8 ,7 S0-,)( N(09(7 , E/(7(0?9 ,7 I)*( A)0,9(7 & L,8 NK2"446.

R.M. NK 165&2"&VIVIENDA P70( A)0,9(7 S,+0(7.

L,8 G,9,+(7 , R,-0- S?70- & L,8 NK2"314 8 - R,7(),9.

L,8 M(+ ,7 S0-,)( N(09(7 , G,-0?9 A)0,9(7 & L,8 NK2%245 8 -R,7(),9.

D,+, S*+,)&23&2&MINAM D0-*-009,- *(+( 7( 0)*7,),9(0?9 , 7-

E-


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CAPITULO II OBJETIVOS

1.3 OBJETIVO GENERAL

E7 =,0/ ,7 *+,-,9, ,- 7( ,7(+(0?9 ,7 E-0 D,;0900/ ( 90/,7 , ,=,0?9 ,+( ,7 *+8, I9-(7(0?9 ,7 S0-,)( , A( P(7, 8 A7(9(+077( P(+( E7A.. ()*(9& D0-+0 , L+0(9> (*+( 8 /0(7,: ( ;09 @, ,9,+,9 7(-9009,- *(+( ),=+(+ 8 *0)0(+ 7( (7,+9(0/( -,7,09(( ,9 ,7 ,-0 , *+,09/,+-0?9 ,9 ),90?9 , 7- )*9,9,- ,-(7,0- *(+( 7- -0-,)(- , ((*(7, 8 (7(9(+077( ,7


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- V


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- C9-+0?9 , 15 9,(- ,9 ,++,9 -,)0&+-

B"5,.

- C9-+0?9 , 3 9,- ,9 ,++,9 -,)0&+- , (7+( , 1.51 >(-(

2.5

B"/,$( )$* ((-$' C/,6$,+/,'*$(.

C9-+0?9 , 111 9,- ,9 7- +/*$+-/%$( ($+",)'%/(: ,-, 1.1)>(-( 4) , P+;.

- C9-+0?9 , 2 9,- ,9 ,++,9 9+)(7

- C9-+0?9 , 9,- ,9 ,++,9 -,)0&+-

- C9-+0?9 , 1 9,- ,9 ,++,9 +-.

C9-+0?9 , 3 9,- ,9 7- +/*$+-/% +$,-%/ 6'+'+/,'*: ,-, 1.51)>(-( 3) , P+;.

- C9-+0?9 , 3 9,- ,9 ,++,9 9+)(7

C9-+0?9 , 6 9,- ,9 7- *&,$' %$#/($: ,-, 1.1) >(-( 2.5) ,P+;.

- C9-+0?9 , 6 9,- ,9 ,++,9 +-

C9-+0?9 , 4" 9,- ,9 7- +/*$+-/%$( 0%,+0'*: ,-, 1.1 ) >(-(5. ) , P+;.

- C9-+0?9 , " 9,- ,9 ,++,9 9+)(7

- C9-+0?9 , 3" 9,- ,9 ,++,9 -,)0&+-

- C9-+0?9 , 3 9,- ,9 ,++,9 +-

C7'%' )$ #/#$/ )$ )$('89$.

C9-+0?9 , 9(


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9 ,+,> ( 9,0?9 ,9 O+( -9 H 4;


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CAPITULO III CARACTERISTICAS DE LA ZONA

1.4 UBICACI!N Y LMITES

E7 ,9 7( )(+,9 ,+,>( ,7 + R)(: ( 7( (7+( ,7 07?),+23.5 , 7( (++,,+( C,9+(7: ,-(9 ( 9( (7+( *+),0 , % )-9). L(*7(0?9 ,-< (-,9(( ,9 7( 9( >(, 4 (-: -0,9 - ,,9-0?9 ,++0+0(7 ,13.62 >(.

U0(0?9 ,7 P+8,.

L/+'*'+5, G$/8%7=+'

R,0?9 ' L0)(D,*(+(),9' L0)(

P+/090( ' L0)(D0-+0 ' L+0(9>

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E7

L&-$( )$* 7%$' ,6/*"+%')' '* 0%/>$+-/ (/,P+ ,7 N+, ' C,++- E+0(-P+ ,7 S+ ' C7,0 P+,-0,9, , 7( R,*70( HC,9+ V((09(7()*(9P+ ,7 E-, ' C,++- E+0(-P+ ,7 O,-, ' C,9+(7 0+,7+0( EDEGEL

?%$' )$ I,=*"$,+' )$* P%/>$+-/

C*'

E7 70)( ,- -,)0 ),( +,7(0/( *+),0 (9(7 , %4."W: ,9 (9 ( 7(-*+,0*0(09,- ,-(- -9 ,-(-(- 8 ,9 0,+- ),-,- ,7 ( -7 -, (*+,0(70,+(- 77/09(-: 77,(9 ( 9 90/,7 *+),0 (7 , . ))),- 8 9(,/(*+(0?9 ),0( (9(7 , "6.3 )).L- /(7+,- , 70)(7( 090(- >(9 -0 )(- , 7( 09;+)(0?970)(7?0( O+09(+0( , X((: @, ,- 7( )


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CAPITULO IV DIAGNOSTICO DE LOS SERVICIOS EXISTENTES

1.@ SISTEMA DE AGUA POTABLE

C,9( 9 9 -0-,)( (90 9-+0 , )(9,+( (+,-(9(7: *+ 7( (7 9 -, >(

9-0,+( *(+( ,7 ((7 E-0 D,;0900/: -09 ,)(+ +(9, 7( ,=,0?9 , 7(O+(- -, ,9+< ,9 ,9( *(+( 7( +,*(+(0?9: ,9 (- , +)*0)0,9- @, -, +,(70,, 7( ,+( ,0-,9,: ,9 9-,,90( N -, ,=(+( -09 +,- , (( ( 7(*7(0?9 , A. ()*(9: (,)( +,,- (+,-(9(7,- >( -0 9-0,+( ,97- *7(9- , 7(- +,,- , (( *+8,((.

1. SISTEMA DE ALCANTARILLADO.

C,9( 9 9 -0-,)( (90 9-+0 , )(9,+( (+,-(9(7 ,: *+ 7( (7 9 -,>( 9 -, 9-0,+(9 *(+( ,7 E-0 D,;0900/ ((7: -09 ,)(+ +(9, 7(,=,0?9 , 7( O+(-: 7( *(+, S0(7 ,,+< , )90(+ ( 7( *7(0?9 ,

()*(90: @, ,7 -0-,)( E-,, 9-+0 , )(9,+( (+,-(9(7: 9 ,,+< ,070(+-,.

CAPITULO V PARAMETROS DE DISEO

1.< CALCULO POBLACIONAL

CRECIMIENTO POBLACIONAL DEL ASENTAMIENTO HUMANO HUAMPANI

C/,()$%'+/,$( 0%$6'( 0'%' $* +7*+"*/.

1. C/,()$%'+5,. E7 ( ,7 +0 R)( ,9 (7 -,90 -, 978, @, 7( ,*(9-0?9 8 ,7

+,0)0,9 9 +,;7,=(+( ,7 +,0)0,9 *7(09(7 ,7 0-+0 8( (-( ,

2.33W.

2. C/,()$%'+5,. L( (-( , +,0)0,9 *7(09(7 ,7 0-+0 , L+0(9>:,- 7( (-( +,(7 @, )


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+,0)0,9 2.14W 7( (7 ,- ),9+ ( 7( (-( , +,0)0,9 *7(09(7

D0-+0(7 , L+0(9> ,9 .1W.

T,90,9 ,9 ,9( 7(- +,- 9-0,+(09,-: ,7 9-7+ *( ) (-( ,

+,0)0,9 *(+( ,7 *+8, 2.33W ,7 (7 ++,-*9, ( 7( (-( ,7 0-+0.

P(+( 7( ,,+)09(0?9 , 7( *7(0?9 ;+( ,7 A ()*(9 ( 9 >+09, , 2

(-: -, (9(70? ,7 +,0)0,9 *7(09(7 ,7 D(-%-/ )$ L"%8',+/: 7 (7 0

) +,-7( 9( (-( , 2.33W 8 7( ,(0?9 , (+0)0(: 7( @, 0,9,

+,0)0,9 ,+(9 ( 7( *7(0?9 U+(9( , P+/090( , L0)(.

E9 -,9 7(+ -, >( ,,+)09( 7( *7(0?9 ((7 H( 213 ,9 (-, (7 9),+

, /0/0,9(- ,0-,9,- ,90(- ,7 +((= , ()* +(9, ,7 *+0),+ ),- ,09,+/,90?9 -0(7 (- ): ,9 (-, ( 7( ,9-0( , >(0(9,- *+ /0/0,9( ,

,-, A-,9()0,9 )(9 >(77(( ,9 (-, ( 7- +,-7(- ,7 ,9- +,(70(.

C9 7( (-( , +,0)0,9 (77(( *(+( ,7 D0-+0 , L+0(9> 8 7( *7(0?9

((7 , AA. ()*(90 -, +,(70? 7( *+8,0?9 *7(09(7 >(-( 9 >+09, ,

2 (-: ()09 7( +/( -,7,09(( ,- 8 7( )


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1.; ANALISIS DE LA DEMANDA

1.;.1 D$',)' P%/$)/

P(+( ,,+)09(+ 7( ,)(9( *+),0 , (( *(7, -, >( 9-0,+( ,7 9),+, L,- ( ;+ 8 7( (0?9 *+ 7, ,9 ;90?9 ( - 9-) *+ (,+(. D,0( @, 9 7(- +(- @, -, ,=,(+(9: -, ,9+< 9 1W , ,++(: ,7 ;00 -,,-0)( @, -,+< ,+.

1.;.2 D$',)' T/-'*

P+ +((+-, , 9 -0-,)( , ((-,0)0,9 ),0(9, 9,09,- )0070(+0(-: 7-,;00,9,- , 7(- /(+0(09,- , 9-): +,;,+0- (7 *+),0 (9(7 , 7(,)(9( ,,+(9 -,+ ;0=(- 9 (-, ,9 ,7 (9


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C?LCULO DE LA DEMANDA DE AGUA POTABLE Y ALCANTARILLADO

L( ,)(9( (7 , (( , 7- A.. , ()*(9 ,-< 9;+)(( *+ 7( -)(+0(

, 7(- ,)(9(-' )-0( 9 9,0?9 ),0( 8 -09 ),00?9: ),+0(7: S0(7:

09-009(7 8 ,7 G+(9 C9-)0+. E7 (7 , 7( ,)(9( -, ,-0)( -)(9 7(-

,)(9(- *(+0(7,- *(+( 7(- (,+(- ),909((-.

L( *+8,0?9 , D,)(9( , A( P(7, *(+( ,7 AA A7 ()*(9 -, ),-+(

( 909(0?9.

L(- /(+0(09,- , 9-) -, *7(9,(9 , (,+ (7 R,7(),9 , E7(+(0?9 ,

*+8,- , A( P(7, 8 A7(9(+077( *(+( (070(09,- U+(9(- , L0)(

M,+*70(9( 8 C(77( , SEDAPAL: 9, -, (-), ) ,;00,9, , /(+0(0?9, 9-) 7- -00,9,-' 1:3 HD,)(9( M$+-/( )$ A8"' P/-'#*$ > A*+',-'%**')/ P'%' H'#*-'+/,$(

U%#','( )$ L' M$-%/0/*-',' > E* C'**'/ , SEDAPAL ,- 0(7 (7 1%W ,7 ((7

)+(- ,7 ( -09 ,)(+:

(9 ,7 09+,- 9 ,- 909 +(9, 7(- 24 >+(- -, (;,(+( 9 ;(+ ,9 ;90?9

,7 9),+ , >+(- , 09+,- , ((: (7 ) 7 090( ,7 RNE.

.+uente: Estudio de #re&Inversin a nivel de #erfil del #royecto Instalacin del Sistea de

!"ua #otable y !lcantarillado para el !$%$ %uapani&Distrito de 'uri"anc(o)

E9 ,-, -,90 8 9-0,+(9 @, 9 -, ,9( 9 9 +,0-+ , 9-) , ((

>+(+0( ,9 7( 9( -, >( ,-0)( 9 9-) ,?+0 >+(+0: 9 ,7 @, -, /,+0;0

@, (9 ,7 09+,- , (( (7 (9@, ,- 909 +(9, 24 >+(- +,-7( 9

14


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*+,9(=, , +,7(0?9 ,7 1%.""W -0)07(+ (7 R,7(),9 , SEDAPAL 8 (=-(9

,7 09+,- , (( ( -7 14 >+(- ,9 )*(+(0?9 9 ,7 )0-) 9-) +,-7( 9

*+,9(=, , +,7(0?9 ,7 22.W: *+ 7 @,: -, >( 9-0,+( ,-, ;(+ *(+(

,7 +09, ,7 P+8,.

F,9,' M(9(7 , 0+( 9-0,+( @, ,7 (( *+/,9+< *+

), -, >( (009( 9 ,@0/(7,9, (7 "W ,7 ((7 )


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1.& P(+( 7( ,,+)09(0?9 , 7- 9-)- , (( *+ (,+(- -, >( )( , 7

090( ,7 *,+;07 8 7( 70)( (+( , SEDAPAL: #$%&P' (')#*(&+, -# +.#/

S#-+P+, +' 012 (+*.+ 3450/016/#(/+7: ,-( ( - /, ) 7- +,0-+ ,

9-) 9 ,7 @, ,9( ,7 E@0* C),+0(7 , A, V0(+, *(+( ,7 ( 212: 7((7 -, 0,9, @, *(+( 7(- 9,09,- +,-0,90(7,- @, -9 ,9 ,9,+(7 7( )(8+(: -,

0,9, @, ,7 9-) *(+( ,7 (- , 9,09,- -09 ),0+ (-0,9, ( 23

)39,0?9),- 8 *(+( 7- 9 ),0+ ,- , 14 )39,0?9),-.

R$8(-%/ )$ C/,("/ )$ '8"' 0%/$)/ 0'%' "("'%/( +/, > (, $))/%

CONEXI!N POR

TIPO DE USUARIO

TIPO DE

MEDICION

+/E*TE

SED!#!' 0123 CO*S4Cx534es

#E,+I': CO*S4Cx534es

D/(-+/CM, 26 27$28

SM, 03 29$8

F,9,' P,+;07&I9;+), F09(7 Too I4 E;/I#O CO-E,CI!' DE !TTE& SED!#!' ! ,7 ( 212:

+09( *+ ,7 E@0* C),+0(7 , A,: 8 7- /(7+,- , 9-)- 090( ,9 ,7

P,+;07. S, >( *( *+ )(+ ,7 )(8+ , ,-- /(7+,- *(+( ,7 (9( +,0-+( @, ,7 9-)

,9 ,7 0-+0 , L+0(9> ,- , 15.16 )3),-9,0?9: -0,9 9 9-) +,(7

+,0-+( *+ 7( ,)*+,-( ()090-+(+( , 7- -,+/00- ,9 ,7 ( 21: 8 ,7 /(7+ ,

23 )3),-9,0?9 *(+( 7 @, ,9( 9 ),0+ ,- @, -, *( *+ )(+ ,--

- /(7+,- *(+( 9-) )-0 9 8 -09 ),0+: 8( @, -,+< 7( )0-)(

,)*+,-( ()090-+(+( 8 7( *7(0?9 -, ,9,9+( , ,-( =+0-00?9.

P(+( ,7 (- , 7- -(+0- , 0* ),+0(7: -, >( *( *+ )(+ ,7 /(7+

090( ,9 ,7 *,+;07'

CONEXI!N POR

TIPO DE USUARIO

TIPO DE

MEDICION

+/E*TE

#E,+I': CO*S4Cx534es

16


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C/$%+'*CM, 28$6

SM, 03$7

+uente: Estudio de #re inversin a nivel de #erfil del #royecto Instalacin del

Sistea de !"ua #otable y !lcantarillado para el !$%$ %uapan = Distrito de

'uri"anc(o)

D,0 @, 7( )(8+( , 7(- 9,09,- 8( (+0;( ,-( *( *+ )(+ 7- /(7+,- 090( ,9

,7 P,+;07: 8( @, 9 9()- 9 +,*+,-: (@ -, 090( @,' 8#l consumo con

medidor del distrito de ,urn9 :ue es i!ual a 162< m6=cone>in=mes y para el

caso sin medidor se le afectado un factor i!ual a 12in=mes para el caso de

cone>in #statal; ()09: ,9 ,-, A-,9()0,9 )(9 ,0-, 9 -7 7,0:

0(( ,9 7( M P. A/. L(- M(7/09(-: 9 9 -7 +9 8 -7 ,7 90/,7 *+0)(+0:77,(9 ( ,9,+ 9( *7(0?9 , 4% *,+-9(- ,9+, (7)9- 8 *,+-9(7: (,)( 9-0,+( ,9+ , 7( (,+( S0(7 ( 7( I7,-0( C(?70( H2: I7,-0(

E/(970( H3: C(*077( H1: C7 , )(+,- H2: L(7 )9(7 H1: 7(7 )9(7

HCUNAMAS: B070,( H1 8 *-( , -(7: >(0,9 9 (7 , 12 7(7,- S0(7,-:

(,)( *( *+ )(+ 7 090( ,9 ,7 P,+;07 ,7 )0-) 9-) , (( ,

7(- /0/0,9(-. P+ 9 -,+ 7(+,- , )>( (;7,90(.

R,-),9 ,7 P(+?9 ,9,;00(+0- 8 *+8,0?9'

DOMESTICOHV0/0,9(- (0((-. 51

17


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SOCIALI7,-0( C(?70( H2: I7,-0( E/(970(H3: C7 , )(+,- H2: L(7 )9(7 H1: 7(7)9(7 HCUNAMAS: P-( , -(7 8B070,(.

11

COMERCIAL 1

ESTATAL HC7,0 *+0)(+0 , 0900(7. 1

GRAN CONSUMIDOR' C7,0 M(8+&P+,-0,9,- ,7 P,+. HC,9+ V((09(7.

1

E9 ,7 *(+?9 ,9,;00(+0 ,7 A. ()*(90 ( ) T(7 533 7 090(

++,-*9, ('

51 H7,- >(0(-Z11 H-0(7,-Z1 H,-((7Z1 H),+0(7&Z1 HG+(9 C9-)0+&

C7,0 M(8+.

4.& P+ 70): ,9,)- ,9+ ,7 S,+ 14 (7 G+(9 C9-)0+ ) ,- ,7 C7,0

M(8+ P+,-0,9, , 7( R,*70(: @, /0,9, ;909(9 ,9+ ,7 C,9+

V((09(7 ()*(9: 8 8( *7(0?9 (7 ,- , 12 *,+-9(- 9 9 9-)

*,+ (( +,-7( @, ,7 9-) ),9-(7 (-0,9, ( 4:3%

)39,0?9),-: (7 ) 7 090( ,7 )0-) 7,0 ,9 - -700 , ;(0070( ,

7- -,+/00- , (( 8 ,-([,: ()09 ,7 9-) 090( ,7 E"0/ C/$%+'*

)$ A-$ *(+( ,7 9-) *+),0 *(+( ,7 ( 212 C9 M,0+ ,- ,1244")39,(: ,- ,0+ , 13":25)39,(: *+ 7 (7 -, >( *( *+

)(+ ,7 )(8+ /(7+ *(+( ,7 (9


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CONCLUSI!NES DE DISEO

D, 7(- *+,)0-(- (9,- ,-+0(-: -, 0,9, @, -, (*(+(9 7- /(7+,- +,0-+(- *+,7 E@0* C),+0(7 A, , 090(- ,9 ,7 E-0 , P+, 09/,+-0?9 ( 90/,7 ,7 P+8,

8&nstalacin del Sistema de +!ua Potable y +lcantarillado para el +2@ @uampani/

-istrito de ,uri!ancho 8 7- /(7+,- ((7,- -700(-: *(+( 7(- (,+(-:

)-0(: ),+0(7 8 -0(7: 8 -7 *(+( ,7 (- , 7( (,+( ,-((7 -, (-)0+< ,7

/(7+ ,90 ,7 0-+0 , L+9: 8 *+ 70) *(+( ,7 C7,0 M(8+: -, (*( ,7

/(7+ ,@0/(7,9, ( 43%)3 *+ -,+ ,7 )(8+ ( 7 090( *+ ,7 E@0* C),+0(7 ,

A, ,7 ( 212.

19


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CONEXIONES POR CATEGORA Y CONSUMOS

20


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DEMANDA DE AGUA POTABLE RESUMEN DEL C?LCULO PARA LA DEMANDA DE AA.HH DE HUMAPANI

21


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PROYECCION DE LA COBERTURA DE ALCANTARILLADO POR CATEGORIAS

23


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PROYECCION DE LOS CAUDALES DE DESAGUE DE CONSUMO DOMSTICO A.H HUAMPANI

24


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PROYECCION DE LOS CAUDALES DE DESAGUE DE CONSUMO DOMSTICO CENTRO VACACIONAL

25


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CONSUMO DE DESAGUE POR CATEGORIAS

26


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?REAS DE DRENAJE INVOLUCRADOS EN EL AREA DE PROYECTO.

C)*9,9, A7(9(+077('

C9 +,-*, (7 )*9,9, A7(9(+077(: -, *,, (*+,0(+ @, ,-, -0 ,9+< )


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CAPITULO VICRITERIOS DE DISEO

1. S(-$' )$ A8"' P/-'#*$

1..1 C/,=/%'+5, > L&-$(

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L( 70+, 0-*90070( -, +,;0,+, (' D0-*90070( , ,++,9- ,9 /(- *70(-

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1.12.1.3 CASETA DEL PO$O

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- P,+;+(0?9 , 9 * , 6) , P+;. 0(-( 56.5) C7(0?9 , FILTRO DE ACERO 090(7, TIPO

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1.12.1.5 RESERVORIO APOYADO DE 25M3

S, 9-+0+< 9 +,-,+/+0 9,/ , (*(0( , 25)3 -+, 9( ( ,"")-9) =9 ( - ,+ *,+0)+0 , 790 , "".2") 8 (7+( *+),0 ,4.5 ) )


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L( 79,( , 0)*7-0?9 , ,-([, ,-(+( ,9 ,7 ?9 ESPECIAL ,7 (7 ,-(+(70+,),9, ,9 ,7 ?9 ,0-,9, H/,+ *7(9 , LI&1 , ,-([,: ,9 ,-, +() 7(,+( , @, -, 09-(7(+( -,+< , )(,+0(7 , PVC , DN 3)) , 7(-, , SN2 8

, 790 , 3.5) 8 9 9( *,90,9, , %1.

1.13 OBRAS SECUNDARIAS

L(- O+(- S,9(+0(- )*+,9, 7(- +,,- , (( *(7, /(9 , 0(-( 11)) 8 *(+( 7(- 9,09,- )0070(+0(- , A( P(7,-,+(-( 16)) H9/,909(7 , )(,+0(7 , PVC.

1.13.1 OBRAS SECUNDARIAS DE AGUA POTABLE

P(+( 7( +,(70(0?9 , 7(- O+(- S,9(+0(- , A( P(7, -, ,,+< ,9,+ ,9

,9( ( 7(- ,+(- A+,-(9(7 , A( @, ,0-, ,9 ,7 A. ()*(90 , )(,+0(7 ,PVC 8 *70,07,9: *+ (7 (9, 9 +)*0)0,9 , ,-( ,+( -, ,,+< ,+,;+(09(+ (++,7(+ *(+( @, -0( ;909(9 +(9, ( 7( ,=,0?9 , +(.

1.13.1.1 REDES SECUNDARIAS DE AGUA POTABLE.

S, 09-(7(+( - 0*- , +,,- , A( P(7, 7( +, 9)090(7 8 7( +,9/,909(7: 7( 9)090(7 ,- , DN 63)) 8 7( C9/,909(7 /( ,-, "5 >(-(11)): ()(- +,,- -,+


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P(+( 7( 09-(7(0?9 , 7( ,+( , (7(9(+077( -, ,,+< , +,(70(+ 7( ,(/(0?9:

+,;09,: 09-(7(0?9 , ,+( )0+(-( 4).

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- C9-+0?9 , 12 9,- ,9 ,++,9 -,)0&+-.

- C9-+0?9 , 1 9,- ,9 ,++,9 +-.

1.13.2.2 CONE#IN DOMICILIARIA DE ALCANTARILLADO

L( 09-(7(0?9 , 7( 9,0?9 D)0070(+0( , A7(9(+077( -,+< ( *(+0+ , 7( +,9/,909(7 , +, ),9+ H+, 9)090(7: 7( 9,0?9 -,+< ( *(+0+ , 7( (=(

9)090(7 , 0( , 7 )


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CAPITULO VIII PROCEDIMIENTO CONSTRUCTIVO

A 909(0?9 -, ,-+0, ,7 *+,0)0,9 9-+0/ @, -, ,,+( -,0+ ,9 ,7,=,0?9 8 ,-(++77 , 7(- +(- *+090*(7,- 8 -,9(+0(-: 7 (7 ()09 ,-


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P(+( ,7 ,9()( ,9 (9=(- *+,/0(),9, ,, +,)/,+-, 7- 7,>- , +(: (9-

+(- 8 *0,+(- +(9,-: *(+( *+/,,+ 15 ). D, ,-*(0 70+, ( (( 7( , 7((9=( 8 ,(= , 7( 79,( , +(0,9, ,7 ;9 ,7 8 7- (,-+0-: *(+( ,9,+,-*(0 -;00,9, *(+( 7(+ 9( ()( , (*8 , )(,+0(7 -,7 8 -,7, 0,++(:(+,9(: +(/( )(,+0(7 -0)07(+: @, -,+< )*(( (,((),9,.

12a26 -imensiones de las Aanjas

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#. Instalacin de Tubera

12b21 (ama de +poyo y Bondos de Aanja"

E7 0* 8 (70( , 7( cC()( , A*8c @, -*+( 7( ,+( ,- )8 0)*+(9, *(+(9( ,9( 09-(7(0?9: 7 (7 -, *,, 7+(+ ;


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1.- Memoria Descriptiva Del Estudio Definitivo

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