Instalaciones sanitarias de una vivienda

UNIVERSIDAD NACIONAL DE CAJAMARCA - SEDE JAÉN ESCUELA ACADEMICO PROFECIONAL DE INGENIERIA CIVIL

INDIC I.

INTRODUCCI INTRODUCCIÓN.. ÓN...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .......... ............. ......... 2

II. OBJETIVOS............. OBJETIVOS........................ ..................... ..................... ..................... ..................... ...................... ..................... ................... .........2 2 i. OBJETIVO OBJETIVO GENERAL... GENERAL....... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ............2 .......2 ii. OBJETIVO OBJETIVO ESPECIFICO. ESPECIFICO..... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .......... ............. .............. ......... ..2 2 III. MARCO MARCO TEÓRICO... TEÓRICO....... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... ......... 2 i. EN QUE CONSISTE CONSISTE INSTALACIO INSTALACIONES NES SANITARIAS.. SANITARIAS...... ........ ........ ......... ............ .............. .........2 ..2 ii. CONDICION CONDICIONES ES GENERA GENERALES.. LES...... ........ ........ ........ ........ ........ ........ ......... ............ .............. ............... ............... ..........2 ...2 iii. UBICACIÓN DE LOS APARA APARATOS TOS SANITARIOS:........... SANITARIOS:..................... .............................. ....................2 2 iv. iv. INSTALACIONES INSTALACIONES EXTERIORES.............. EXTERIORES........................ ..................... ..................... .............................2 ...................2 v. INSTALACIO INSTALACIONES NES INTERIOR INTERIORES... ES....... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ......2 .2 vi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ÁSICO CLÁSICO O CONVENCIO CONVENCIONAL.. NAL...... ........ ........ ........ ........ ........... .............. .............. ............... .............2 .....2 2.2. HIDRONEUM HIDRONEUMÁ ÁTICO..... TICO......... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... ..............2 .......2 2.. CON TANQUE TANQUE ELEVADO.. ELEVADO...... ........ ........ ........ ........ ........ ........ ......... ............ .............. ............... ..............2 ......2 . SISTEMAS SISTEMAS COMBINADOS COMBINADOS.... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ............2 .......2 .1. DIRECTO DIRECTO ! INDIRECTO INDIRECTO CONVEN CONVENCION CIONAL... AL....... ........ ........ ........ ........ ........ ........ ........ ........2 ....2 .2. CONVENCIO CONVENCIONAL NAL ! HIDRONEUM HIDRONEUMÁ ÁTICO..... TICO......... ........ ........ ........ ........ .......... ............. ...........2 ....2 ". SISTEMAS SISTEMAS ESPECIALES ESPECIALES.... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ...........2 ......2 ".1. BOMBEO BOMBEO # REBOMBEO. REBOMBEO..... ........ ........ ........ ........ ........ ........ ........ ........ ........ .......... ............. .............. ..........2 ...2 ".2. BOMBEO BOMBEO A DISTINTOS DISTINTOS NIVELES... NIVELES....... ........ ........ ........ ........ ........ ........ ........ ......... ............. ...........2 ...2 vii. CONSIDER CONSIDERACI ACIONES ONES DE DISE$O.... DISE$O........ ........ ........ ........ ........ ........ ............ ............... .............. ..............2 .......2 IV. IV. i.

CARACTER CARACTER%STI %STICAS CAS DEL PRO#ECTO. PRO#ECTO..... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .......2 ...2 DATOS DATOS GENERALES. GENERALES..... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... .............. .............. ......... 2

ii. ÁREAS.... ÁREAS........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ............ ..............2 .......2 iii. ALTURA... ALTURA.............. ..................... ..................... ..................... ..................... ..................... ..................... ..................... .....................2 ...........2 iv. iv. DESCRIPCIÓN DEL PRO#ECTO............ PRO#ECTO....................... ..................... ..................... ..............................2 ...................2 v. DISTRIBUCIÓ DISTRIBUCIÓN... N....... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ........ ...2 2 vi. APARA APARATOS SANITARIOS........ SANITARIOS................... ..................... ..................... ............................................ ................................. 2 V. CALCULO # DISE$O.................. DISE$O............................. ..................... ..................... ...................... ..................... ..................... ........... 2 i.

CALCULO CALCULO DE DOTACIO DOTACIONES.. NES...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .......... ..........2 ....2 1. DOTACIÓN DOTACIÓN DE AGUA FR%A....... FR%A........... ........ ........ ........ ........ ........ ........ ........ .......... ............. .............. ..............2 .......2 2. DOTACIÓN DOTACIÓN DE AGUA CALIENTE.. CALIENTE...... ........ ........ ........ ........ ........ ........ ........ ........ .......... ............. ..............2 .......2 . DOTACIÓN DOTACIÓN DE AGUA CONTRA INCENDIOS. INCENDIOS..... ........ ........ ........ ........ ........ ........ ........ ........ ........ .....2 .2

Instalaciones Instalacion es en Edifcacione Edifcaciones s II

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". CUADRO RESUMEN RESUMEN DE DOTACIO DOTACIONES.. NES...... ........ ........ ........ ........ ........ ......... ............ ............... ...........2 ...2 ii. CALCULO CALCULO DE TANQU TANQUE E CISTERNA CISTERNA # TANQUE ELEVADO... ELEVADO.......... .............. .............. .........2 ..2 1. TANQUE CISTERNA................. CISTERNA............................ ..................... ..................... ...................... ..................... ................. .......2 2 2. TANQUE ELEVADO......... ELEVADO.................... ..................... ..................... ...................... ..................... ..........................2 ................2 iii. DISE$O DISE$O DE TUBER%A TUBER%AS S DEL SISTEM SISTEMA A DE ABASTECI ABASTECIMIEN MIENTO...... TO.............. .............2 .....2 1. TUBER%A TUBER%A DE IMPULSIÓN. IMPULSIÓN..... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... .............. .........2 ..2 2. TUBERIA TUBERIA DE SUCCION.. SUCCION...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .......... ............. ......... 2 . TUBERIA TUBERIA DE ADUCCION.. ADUCCION...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ............ ............... .............. ............2 .....2 ". TUBERIA TUBERIA DE ALIMENT ALIMENTACIÓ ACIÓN N DE CISTERNA.. CISTERNA...... ........ ........ ........ ........ ........ ........ ........ ........ .......2 ...2 &. DIÁMETRO DIÁMETRO DEL MEDIDOR... MEDIDOR....... ........ ........ ........ ........ ........ ........ ........ ........ ........... .............. ............... .............2 .....2 iv. iv. BOMBA BOMBA DE AGUA FRIA..... FRIA......... ........ ........ ........ ........ ........ ........ ........ ........ .......... ............. ............... ............... ............2 .....2 v. TUBER%A TUBER%A # BOMBA PARA PARA A.C.I.... A.C.I........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... .............. ............2 .....2 1. DIÁMETRO DIÁMETRO DE LOS ALIMENT ALIMENTADORE ADORES.... S........ ........ ........ ........ ......... ............ ............... ............... .........2 ..2 2. DIÁMETRO DIÁMETRO DE LA MONT MONTANTE ANTE CONTR CONTRA A INCENDIO INCENDIO..... ......... ........ ........ ........... .............2 ......2 . Di'()* +( ,,- */*/- +(, 'i'0(/'i'0(/- *03*03- i(+i*..... i(+i*............ .............. ..................2 ...........2 vi. DISE$O DE AGUA PARA PARA RIEGO.................. RIEGO............................. ...................... .................................2 ......................2 vii. DISE$O DISE$O DE PISCINA... PISCINA....... ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ............ ............... ............... ............2 .....2 VI. CONCLUSIO CONCLUSIONES.. NES...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ....... ...2 2 VII. RECOMENDA RECOMENDACIONE CIONES:.. S:...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... .............. ...............2 ........2 VIII. BIBLIOGRAFIA.......... BIBLIOGRAFIA..................... ..................... ..................... ..................... ..................... ...................... ..................... .............. ....2 2

I.

INTRODUCCIÓN Instalaciones Instalacion es en Edifcacione Edifcaciones s II

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". CUADRO RESUMEN RESUMEN DE DOTACIO DOTACIONES.. NES...... ........ ........ ........ ........ ........ ......... ............ ............... ...........2 ...2 ii. CALCULO CALCULO DE TANQU TANQUE E CISTERNA CISTERNA # TANQUE ELEVADO... ELEVADO.......... .............. .............. .........2 ..2 1. TANQUE CISTERNA................. CISTERNA............................ ..................... ..................... ...................... ..................... ................. .......2 2 2. TANQUE ELEVADO......... ELEVADO.................... ..................... ..................... ...................... ..................... ..........................2 ................2 iii. DISE$O DISE$O DE TUBER%A TUBER%AS S DEL SISTEM SISTEMA A DE ABASTECI ABASTECIMIEN MIENTO...... TO.............. .............2 .....2 1. TUBER%A TUBER%A DE IMPULSIÓN. IMPULSIÓN..... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... .............. .........2 ..2 2. TUBERIA TUBERIA DE SUCCION.. SUCCION...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .......... ............. ......... 2 . TUBERIA TUBERIA DE ADUCCION.. ADUCCION...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ............ ............... .............. ............2 .....2 ". TUBERIA TUBERIA DE ALIMENT ALIMENTACIÓ ACIÓN N DE CISTERNA.. CISTERNA...... ........ ........ ........ ........ ........ ........ ........ ........ .......2 ...2 &. DIÁMETRO DIÁMETRO DEL MEDIDOR... MEDIDOR....... ........ ........ ........ ........ ........ ........ ........ ........ ........... .............. ............... .............2 .....2 iv. iv. BOMBA BOMBA DE AGUA FRIA..... FRIA......... ........ ........ ........ ........ ........ ........ ........ ........ .......... ............. ............... ............... ............2 .....2 v. TUBER%A TUBER%A # BOMBA PARA PARA A.C.I.... A.C.I........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... .............. ............2 .....2 1. DIÁMETRO DIÁMETRO DE LOS ALIMENT ALIMENTADORE ADORES.... S........ ........ ........ ........ ......... ............ ............... ............... .........2 ..2 2. DIÁMETRO DIÁMETRO DE LA MONT MONTANTE ANTE CONTR CONTRA A INCENDIO INCENDIO..... ......... ........ ........ ........... .............2 ......2 . Di'()* +( ,,- */*/- +(, 'i'0(/'i'0(/- *03*03- i(+i*..... i(+i*............ .............. ..................2 ...........2 vi. DISE$O DE AGUA PARA PARA RIEGO.................. RIEGO............................. ...................... .................................2 ......................2 vii. DISE$O DISE$O DE PISCINA... PISCINA....... ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ............ ............... ............... ............2 .....2 VI. CONCLUSIO CONCLUSIONES.. NES...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ....... ...2 2 VII. RECOMENDA RECOMENDACIONE CIONES:.. S:...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........... .............. ...............2 ........2 VIII. BIBLIOGRAFIA.......... BIBLIOGRAFIA..................... ..................... ..................... ..................... ..................... ...................... ..................... .............. ....2 2

I.

INTRODUCCIÓN Instalaciones Instalacion es en Edifcacione Edifcaciones s II

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E, --'0(i/i(0* --'0(i/i(0* +( -45- ( (, i0(3i*3 i0(3i*3 +( 5- (+i6-i7 (+i6-i7 (' +( '5/'5/- i/8*30- i/8*30-ii-99 - ;5( (, -45-45- (' 5 (,(/(0 (,(/(0* * vi0-, 8-3- ,- '58(3viv(i- +( ,*' '(3(' <5/-*9 (' 8*3 ('* ;5( vi(+*

,-

(('i+-+

+(

*0-3

*

5

'i'0(/-

+(

--'0(i/i(0* +( -45-9 '( 83('(0- (, 53'* +( i'0-,-i*(' '-i0-3i-' ;5( ('0= *3i(0-+* -, +i'()*  ,- +i'03i5i7 +( -45-. L- (('i+-+ +( *0-3 * 5 'i'0(/- +( -45- *0i5* ( ,-' vivi(+-'9 '( 8,-0(- (, 83('(0( 03-->*9 * ,- 6-,i+-+ +( -8-i0-3*' 8-3- (, +i'()* +( 5- -+(5-+- i'0-,-i7 0-0* +( -45- */* +('-4?( ( vivi(+-'  (+i6i*'. E ('0- 83i/(3- 8-30( +(, 83('(0( i@*3/( '*,* * *58 * 58-3 -3(/ (/*' *' ( @*3 @*3/-

+(0+(0-,, ,,-+ -+- +(, +(, +i'( +i'()* )* -+(5-+(5-+* +* +(

05( 05(3 3-' -'  +i'0 +i'03i 3i5 5i i7 7 +( -45-45-99 0-0 0-0* * @3@3- * */* /* -,i( ,i(0 0(9 (9 'i'0(/- *03- i(+i*'  3i(4* +( >-3 -3+ +i('9 +( 5(+i6-i7 +( 5-03* 8i'*'. E, 83('(0( 03-->* (' +( '5/- i/8*30-i- 8-3- ,- @*3/-i7 +( 5('03- -33(3- 83*@('i*-, 8*3 ('* ( i/8*30-0( **(3 ,*' 83*(+i/ 83*(+i/i(0* i(0*'' +( =,5,*9 =,5,*9 8,-(-/i( 8,-(-/i(0*9 0*9 @5i*-,i @5i*-,i+-+9 +-+9 (>(5i79 +i3(i79 (0. +( -45- @3-9 -45- -,i(0(9 -45*03- i(+i*'9 8-3- 3i(4*.

Instalaciones Instalacion es en Edifcacione Edifcaciones s II

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II. i.

OBJETIVOS

OBJETIVO GENERAL  H-(3 (, +i'()* 4(*/03i* (
'i'0(/-' +( -45- ( 5- (+i6-i7. ii.

OBJETIVO ESPECIFICO  D(0(3/i-3 ,*' +i=/(03*' /=' *v(i(0(' 8-3- -+- 03-/*

+( 05(3 Di'()-3 ,- -8-i+-+ +(, 0-;5( i'0(3-  (, 0-;5( (,(v-+*

III.

MARCO TEÓRICO

i. EN QUE CONSISTE INSTALACIONES SANITARIAS L-' i'0-,-i*(' '-i0-3i-' 0i(( 8*3 *>(0* --'0((3 - 0*+*'  -+5* +( ,*' -8-3-0*'  (;5i8*' '-i0-3i*'  3(0i3-3 +( ,-' *'035i*(' ( @*3/- '(453-9 -5;5( * (('-3i-/(0( (*7/i-9 ,-' -45-' '(3vi+-'  8,5vi-,('9 -+(/=' +( ('0-,((3 *053-i*(' * 03-/8-' 5'0i6-+-'9 83(vi(+* 5 /i/* /-0(i/i(0*9 (, 5-, *'i'0i3= ( *+ii*(' *3/-,(' +( @5i*-/i(0*9 ( +-3 ,- ,i/8i(- 8(3i7+i- 3(;5(3i+- 03-v' +( ,*' 3(4i'03*'. E, +i'()* +(( 5/8,i3 3(;5i'i0*' /i/*'  3i0(3i*' ('0-,(i+*' ( (, R(4,-/(0* N-i*-, +( E+i6-i*(' RNE9 8-3- 4-3-0i-3 (, *33(0* @5i*-/i(0* +( ,-' i'0-,-i*('9 ;5( 3(+5+- ( 5 780i/* '(3vii* +( --'0(i/i(0* -0i+-+  83('i7  -+(5-+- +i'8*'ii7 - ,-' 3(+(' +( +3(->( 4((3-,.

ii. CONDICIONES GENERALES L- i'0-,-i7 '-i0-3i- */83(+( ,-' i'0-,-i*(' +( -45-9 -45*03- i(+i*9 -45-' 3('i+5-,('  v(0i,-i7. E, +i'()* +( ,-' i'0-,-i*(' '-i0-3i-' +(( '(3 (,-*3-+*  -50*3i-+* 8*3 5 i4(i(3* '-i0-3i* *,(4i-+*.

Instalaciones en Edifcaciones II

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E, +i'()* +( ,-' i'0-,-i*(' '-i0-3i-' +(( '(3 (,-*3-+* ( **3+i-i7 * (, 83*(0i'0- +( -3;5i0(053-9 8-3- ;5( '( *'i+(3( *8*305-/(0( ,-' *+ii*(' /=' -+(5-+-' +( 5i-i7 +( ,*' '(3vii*' '-i0-3i*'9 +50*'  0*+*' -;5(,,*' (,(/(0*' ;5( +(0(3/i( (, 3(*33i+* +( ,-' 05(3-' -' */* (, +i/('i*-/i(0*  5i-i7 +( 0-;5( +( -,/-(-/i(0* +( -45- (03( *03*'  * (, 3('8*'-,( +(, +i'()* +( ('035053-'9 +( 0-, /-(3- ;5( * */83*/(0- '5' (,(/(0*' ('035053-,('9 ( '5 /*0->(  +53-0( '5 vi+- 0i,  * (, 3('8*'-,( +( ,-' i'0-,-i*(' (,(03*/(=i-' 8-3- (vi0-3 i0(3@(3(i-.

iii. UBICACIÓN DE LOS APARATOS SANITARIOS: A *0i5-i7 +( i+i- -,45-' 3(4,-' ='i-':  E, ,-v-0*3i* +(( *,*-3'( ( 5 ,54-3 837i/* - ,- v(0-- +(, -)* ( @*3/- 0-, ;5( 3(i- ,5.  E, i+(0 +(( *,*-3'( -, ,-+* +(, i*+*3* * (, *>(0* +( @-i,i0-3 '5 5'* '5('iv*.  E, i*+*3* +(( *,*-3'( (3- +( ,05(3- +( +('-4?(9 +( /-(3- ;5( 8(3/i0- 5i3 (, i*+*3* -, +('-4?( * (, /=' *30* 3(*33i+*9 ,* ;5( 3('5,0(**/-.  L- 85(30- +( 5 -)* 83iv-+* +((3= 5i3'( <-i- -+(03* +( /-(30-, ;5( 'i '( -3i(3- iv(30i+-/(0( '*,- * 8*3 *03- 8(3'*- 85(+- '(3 (33-+- 8*3 (, ;5( ('0= *58-+* (, -)* 'i '-,i3 -@5(3-.  L- 85(30- +( 5 -)* 8,i* +(( +( -3i3'( <-i- @5(3-9 8*3 (, -<* 3(+5i+* 'i 5 -8(3'*- -, '5@3i3 ( (, i0(3i*3 5 +('/-* * 85(+- i/8(+i3 * '5 5(38* ,- -8(3053- +( ,- 85(30-.  T*+* ,*-, '-i0-3i* +((3= 0((3 i35,-i7 +( -i3(  i35,-i7 -053-,.

Si (, ,i/- (i4( (,(/(0* +( -,(@-i7 8-3- (, -)*9 '( *,*-3- 'i(/83( ->* ,- v(0-- 8-3- (503-,i-3 ,- i6,03-i7 +(, -i3( @3i*.

iv. INSTALACIONES EXTERIORES  DE AGUA

E' (, *>50* +( 05(3-'  -('*3i*' ;5( '( i'0-,- ( 5<-i,i0-i7 53-- 8-3- +-3 '(3vii* +( -45- 8-3- *'5/* <5/-* - 0*+*'  -+- 5* +( ,*' ,*0(' ;5( ,* */8*(. LInstalaciones en Edifcaciones II

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i'0-,-i7 (0(3i*3 +( -45- 8-3- *'5/* <5/-* 0(3/i- ( ,- ->- 8*30- /(+i+*3 +( ,- *(i7 +*/ii,i-3i-.  DE DESAGUE

E' (, *>50* +( 05(3-'9 5*('9 5*(('9 ->-' +( 3(4i'03* ;5( '( i'0-,-3- ( 5- <-i,i0-i7 53-- 8-3- (v-5-3 ,-' -45-' '(3vi+-' +( 0*+*  -+- 5* +( ,*' ,*0(' ;5( ,* */8*(. Li'0-,-i7 (0(3i*3 +( +('-4?( */i(- ( ,- ->- +( 3(4i'03* +( ,*(i7 +*/ii,i-3i-.

v. INSTALACIONES INTERIORES  DE AGUA E' (, *>50* +( 05(3-'  -('*3i*' ;5( '( i'0-,-3- +(03* +( 5- (+i6-i7 8-3- --'0((3 - 0*+*'  -+- 5* +( ,*' -8-3-0*'  (;5i8*' '-i0-3i*'. Aparatos Sanitarios: ,-v-0*3i*9 i*+*3*9 i+9 ,-v- 8,-0*'9 +5<-9 0i-9 ,-v- 3*8-9 53i-3i*. E!ipos Sanitarios: T-;5( Hi+3*(5/=0i* TH9 (,(03* */-9 0<(3/-9 >-5. G3i@(3-: -*'9 ,,-v('9 -('*3i*' +(, 0-;5( +(, i*+*3*9 /(,-+*3(' 8-3-: ,-v-0*3i*9 +5<-  i+ Accesorios: 0(9 *+*9 v=,v5,- +( */85(30-9 <(9 +( 8i(9 359 3(+5i*('9 ,,-v( +( 8-'*9 5i7 5iv(3'-,9 53v- K9 i8,( 03-/* 8(;5()* +( 05(3-.  DE DESAGUE E' (, *>50* +( 05(3-'  -('*3i*' ;5( '( i'0-,-3- +(03* +( 5- (+i6-i7 8-3- (v-5-3 ,-' +('-34-' +( 0*+*'  -+- 5* +( ,*' -8-3-0*'  i(30*' (;5i8*' '-i0-3i*'.

vi. SISTEMAS DE ABASTECIMIENTO H* ( +-9 ( (+i6-i*('9 8*+(/*' <-,-3 +( 5-03* 0i8*' +( 'i'0(/-' +( --'0(i/i(0*: 1. SISTEMA DIRECTO

E' -;5(, ;5( +- '(3vii* +( -45- 8-3- *'5/* <5/-* - 5(+i6-i7 ( @*3/- +i3(0-9 8*3 ,* ;5( * 5(0- * i4 0i8* +( -,/-(-/i(0*  V(0->-'

 N* 8(3/i0( ,- *0-/i-i7 +( i4 0i8* 

E' (*7/i- '5 i'0-,-i7

 D('v(0->-' Instalaciones en Edifcaciones II

Pág. 6




Si * <- '(3vii* ( ,- 3(+ 8,i-9 * <- '(3vii* ( ,(+i6-i7

 R(*/(+-,(



E ,54-3(' +*+( ,- 83('i7 (' -,0-  (, '(3vii* (' *0i5*9 4((3-,/(0( ( ,-' (3--' +( ,*' 3('(3v*3i*' 2KK - KK / - ,- 3(+*+-.

Imagen 1. Sistema De Abastecimiento Directo 2. SISTEMA INDIRECTO 2.1. CLÁSICO O CONVENCIONAL E' -;5(, ;5( *'0- +( 2 0-;5(' +( -,/-(-/i(0*9 5* ( ,8-30( i@(3i*3 ,,-/-+- Ci'0(3- C  *03* ( ,- 8-30( '58(3i*3 ,,-/-+* T-;5( E,(v-+* "E. D( ,- C '( (,(v- (, -45- -, TE 8*3 /(+i* +( 5 (;5i8* +( */(*  5- ,(- +( i/85,'i79 +( -,, 8*3 /(+i* +( -,i/(0-+*3(' '( --'0(( - ,- (+i6-i7.

 V(0->-'



P(3/i0( -,/-(-/i(0* ( <*3-' ;5( * <- '(3vii* ( ,- 3(+.  D('v(0->-' 

E' @=i, +( *0-/i3'( 8*3 /-,*' /-i85,(*' ( -,45* +( ,*' 0-;5('.  R(*/(+-,( 

E (+i6-i*(' 5* 3(i/i(0* <*3i*0-, (' /(*3 3(@(3i+* -, v(30i-,. E>(/8,*: T*33(' +( S- B*3>-9 T*33(' +( Li/-9 (0.


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Imagen 2. Sistema De Abastecimiento Indirecto Clásico 2.2. HIDRONEUMÁTICO E' -;5(, ;5( 5(0- * 5 0-;5( i'0(3- +( -,/-(-/i(0* ( ,- 8-30( i@(3i*3 +( ,- (+i6-i7 +( -,, * -5+- +( 5 (;5i8*
 V(0->-'



P(3/i0( *0-3 * 5- 83('i7 5i@*3/( ( ,(+i6-i79 *'(3v-+* -' - ,- 43i@(3-.  D('v(0->-' 

C5-+* * <- '(3vii* (,03i* * <- '(3vii* +( -45( ,- (+i6-i7.  R(*/(+-,( 

 2..

E (+i6-i*(' 5* 3(i/i(0* <*3i*0-, (' /-*3 ;5( (, 3(i/i(0* v(30i-,. E>(/8,*: H*'8i0-,('9 ,5('9 *,(4i*'9 (0. R-4* +( 03-->*: Vivi(+- 2K PSI9 E+i6i*' "& - 1KK PSI CON TANQUE ELEVADO

E' -;5(, ;5( 5(0- * 5 0-;5( +( -,/-(-/i(0* ( ,8-30( '58(3i*3 +( ,- (+i6-i7 TE. L- ,(- +( -+5i7 -,i/(0- +i3(0-/(0( -, TE  +( -,, 8*3 43-v(+-+ --'0(( 0*+- ,- (+i6-i7. Instalaciones en Edifcaciones II

Pág. 8


 V(0->-'



P(3/i0( *0-3 * -,/-(-/i(0* ( -'*' +( +('--'0(i/i(0* +( ,- 3(+ 8,i-.  D('v(0->-' 

F=i, *0-/i-i7 8*3 /-, /-i85,(* ( (, 0-;5( +( -,/-(-/i(0*.  R(*/(+-,( 

E (+i6-i*(' +( 03(' iv(,(' /=i/*  (3-*' 3('(3v*3i*' 2KK - KK /. - ,- 3(+*+-.

. SISTEMAS COMBINADOS .1. DIRECTO ! INDIRECTO CONVENCIONAL E' -;5(, ;5( *'0- +( 5 'i'0(/- +i3(0* /=' 5 i+i3(0* *v(i*-, * ,='i*. E'0* '( +- ( ,54-3(' ( +*+( ,- 83('i7 8(3/i0( ,,(4-3 - ,*' 83i/(3*' iv(,(' ( @*3/- +i3(0-  - ,*' 'i45i(0(' * C  TE. .2. CONVENCIONAL ! HIDRONEUMÁTICO E' -;5(, ;5( '( i'0-,- 8*3 (0-8-': E ,- 83i/(3- (0-8- '( --'0((3= * 5 'i'0(/- Hi+3*(5/=0i*  ( ,- '(45+- (0-8* 5 'i'0(/- *v(i*-,. E' ,- */i-i7 +( +*' 'i'0(/-' i+i3(0*'.

 R(*/(+-,( C5-+* 5- (+i6-i7 * '( v- - *'035i3 ( '5 0*0-,i+-+  '( 3(;5i(3( (, 5'* +( '5' -/i(0(' +( ,*' 83i/(3*' iv(,('9 ('0( +(( '(3 --'0(i+* 8*3 5 'i'0(/- (/8,*': S(+( I'0i05i*-, +( FONAVI9 ONARP O6i- N-i*-, +( R(4i'03*' P,i*'9 F-3/-i- Uiv(3'-,. ". SISTEMAS ESPECIALES ".1. BOMBEO # REBOMBEO E' -;5(, ;5( *'0- +( v-3i*' 0-;5(' +( -,/-(-/i(0*9 */(-+* 1 ( (, 83i/(3 iv(, ;5( 03-->- (,5'iv-/(0( */* Ci'0(3-9 */(-+* - *03- +( iv(, '58(3i*3 ;5( 03-->- */* Ci'0(3-  T-;5( E,(v-+*

 R(*/(+-,(


Pág. 


 

E 3-'-i(,*' 3(i/i(0* v(30i-, /5<* /-*3 ;5( (, <*3i*0-, E, +i'()* +( ,*' (;5i8*' +( */(* '( 3(-,i- +( 0-, @*3/- ;5( 0*+*' 0(4- ,-' /i'/-' -3-0(3'0i-' +( 03-->*.

".2. BOMBEO A DISTINTOS NIVELES E'0( 'i'0(/- '(Imagen i'0-,-3.(Sistema 43-+(' */(3i-,('9 (, -45De*/8,(>*' Abastecimiento "s#ecial '( */(- +( 5- Ci'0(3- - T-;5(' E,(v-+*' +( +i'0i0-' (+i6-i*(' ;5( */8*( (, */8,(>*. E>(/8,*: S( 85(+( -83(i-3 - /(*3 ('-,- ( (, */8,(>* <-i0-i*-, F3-i'* Pi-33* R/-.

vii. CONSIDERACIONES DE DISE$O A,053- +( -,45*' -8-3-0*' '-i0-3i*'  +('3i8i7 +( 03/i*':

Descripción

Tii+ D5
Altura de salida

Altura de descarga

K.&K / K.2K / 1.K / K.&K / 1.KK / 1.2K / K.2K / 1.1K / K.&K /

K.K / K.2& / K.&K / K.&K / K.K / K."K / K.K / K.&K /


Pág. 1!


A+(/=' -;5 +(6i/*' -,45*' +( ,*' 03/i*' /=' 5'-+*' ( i'0-,-i*(' '-i0-3i-'  Artefacto Sanitario. A30(@-0* @-3i-+* +( /-0(3i-, ,i'* ( i/8(3/(-,(9 50i,i-+* 8-3- 3(-,i-3 @5i*(' *34=i-'9 +(
(, -45- +(, 'i'0(/- +( --'0(i/i(0* -, -30(@-0* '-i0-3i*  ;5( 8(3/i0( (, +('/*0->( +(, /i'/* /(+i-0( 5- 5i7 /(=i-. Rejilla - Trampa Campana De Ducha.- E,(/(0* +('0i-+* -

3(*4(3  (v-5-3 (, -45- 50i,i-+- ( (, -)* *38*3-,9 /(+i-0( ,+5<-9 8(3/i0i(+* ,- 3(0(i7  ,i/8i(- +( -(,,*'  '7,i+*'. Instalación Sanitaria.- Ui+-+ @5i*-, +( *>50*' * 'i'0(/-'

vi5,-+*' (03( '9 +('0i-+*' - +-3 ,*' '(3vii*' '-i0-3i*' +( 5(+i6-i7.  Sistema de Abastecimiento de la Edicación . C*>50* @5i*-, @*3/-+* 8*3 (,(/(0*' */85('0*  +('0i-+* -, '5/ii'03* +( -45-


Pág. 11


@3-  -,i(0(9  5-,;5i(3 *03* 5i+* 8-3- '5 5'* ( ,-' -0ivi+-+(' +*/'0i-'9 i+5'03i-,('9 (0.9 +( 5- (+i6-i7.  Cone!ión Domiciliaria de Agua "otable . C*>50* +( (,(/(0*' ;5( 0i(( 8*3 6-,i+-+ *(0-3 (, Si'0(/- P,i* +( A-'0(i/i(0* +( A45- * (, +( 5- (+i6-i7 5i@-/i,i-39 8-3- (03(4-3 -458*0-,(9 * ,- 83('i7 +i'8*i,( ( (, 850* +( 0*/-  ,- -0i+-+ (('-3i- 8-3- (, *'5/*9 *0-i,i-+- /(+i-0( (, /(+i+*3.  #$l%ula de Interrupción. E,(/(0* +( -8(3053- * i(33(9 +('0i-+* - -i',-3 8-30( +( 5 'i'0(/- +( --'0(i/i(0*9 * (, *>(0* +( (@(05-3 /-0(i/i(0* * 3(8-3-i*(' 'i i0(335/8i3 0*+* (, 'i'0(/-. P5(+( '(3 +( */85(30-9 4,**9 8-'*9 *,-9 /-3i8*'-9 (0. #$l%ula de Retención.- E,(/(0* +('0i-+* - 8(3/i0i3 (, 8-'* +(,

5i+* ( 5- 05(3-9 ( 5 '*,* '(0i+*9 8*30-+* '5 5>* ( (, '(0i+* *03-3i*.  #$l%ula de Interrupción Angular.- E,(/(0* +( -8(3053- * i(33(9 +('0i-+* - i0(335/8i3 (, 5>* +(, 'i'0(/- +( --'0(i/i(0* -, -30(@-0* '-i0-3i*. S( 50i,i- 4((3-,/(0( * (, 05* +( --'0*.

E,(/(0* +( i(33( <(3/0i*9 ;5( @-i,i0- (, /-0(i/i(0* +( 5 3-/-, * *,(0*3 +( -45-' '(3vi+-'9 (vi0-+* ,'-,i+- +( 4-'('. Registro.-

 Sellador.- M-0(3i-, -/*3@*9 +('0i-+* - 53i3 ,-' i/8(3@(i*(' +( ,-' 5i*(' 3*'-+-'9 -'(453-+* '5 ('0-;5i+-+  8(3/i0i(+* (, +('/*0->( +( ,-' 8i(-' * @-i,i+-+  'i +(0(3i*3*.

IV.

CARACTER%STICAS DEL PRO#ECTO

E, 83('(0( 03-->* *'i'0( ( 3(-,i-3 (, --'0(i/i(0*  +i'03i5i7 +( -45- ( 5 (+i6i* +( 5-03* iv(,(' * 5- -*0(- ;5( i,5( 5,-v-+(3-9 -+(/=' *'0-3- +( 5- 8i'i-  5 >-3+.

i.

DATOS GENERALES PRO#ECTO:

E+i6-i7 M5,0i5'*'.

PROPIETARIO: T-33i,,* F,*3(' C3i'0i- Ri-3+* UBICACIÓN: •

CALLE

: E, E>(3i0* K

•

URBANIACIÓN

: P5(,* N5(v*


Pág. 12


ii.

•

DISTRITO

: J-

•

PROVINCIA

: J-

•

REGIÓN

: C->-/-3-.

ÁREAS  Á3(- 0*0-, +(, 0(33(*  Á3(- *'035i+-





"K/  &K/  2KKK /2

2K/  K/ 

KK /2

1 Niv(,



KK.KK /2 Á3(- Li3(.K /2

2 Niv(,



KK.KK /2 Á3(- Li3(.K /2

 Niv(,



KK.KK /2 Á3(- Li3(.K /2

" Niv(,



KK.KK /2 Á3(- Li3(.K /2

A*0(-



KK.KK /2 Á3(- Li3(.K /2

 Á3(-' -+ii*-,('

Pi'i-



J-3+

iii.



K&/  1&/ 

K/  2/ 

& /2

2" /2

ALTURA

S( <- *'i+(3-+* 5- -,053- 8*3 iv(, +( .2/ 'i(+* 2K/ +( ('8('*3 +( ,*- ( 0*0-, 0((/*' 5- -,053- <-'0- ,- -*0(- +( 12./

iv.

DESCRIPCIÓN DEL PRO#ECTO

L- (+i6-i7 *'0- +( 5-03* 8i'*'  5- -*0(-. A+(/=' ,- (+i6-i7 '( (5(03- (/-3-+* 8*3 5 (3* 8(3i/03i* +( &K  "K / 5- =3(- ;5( (i(33- ('0= +('0i-+- 8-3- >-3+  5- 8i'i- * '5' 3('8(0iv*' '(3vii*' ='i*'. L- (+i6-i7 '( ,*-,i- ( (, (03* +(, '*,-39 /i(03-' ;5( ( ,- 8-30( 8*'0(3i*3 +( '0- '( 5i- 5- 8i'i- +( & /2 +( =3(-. E, >-3+ '( 5i( ,- 8-30( ,-0(3-, +( ,- (+i6-i7  0i(( 8-'-+i*' ( '5' i0(3i*3('9 -+(/=' '( <- i'0-,-+* 5 =3(- +( -8-3-/i(0* 8-3- ,*' v(<5,*'9 *58-+* -' 0*+* (, '*,-3 - /(i*-+*.

v.

DISTRIBUCIÓN

L- +i'03i5i7 +( ,- vivi(+- 8i'* 8*3 8i'* (' ,- 'i45i(0(:

#ISO

CARAC"ER$S "ICA

DIS"RI%UCI&N AR'UI"EC"&NICA

LU(ARES CON A#ARA"OS


Pág. 13


• •

Vivi(+5i@-/i,i-3

)*

• • •

• •

S-,-' +( -5+i0*3i*

+*

• • • •

,*  .*

Vivi(+5i@-/i,i-3

• • •

•

2 '-,-' 1 *i-  1 */(+*3 1 5-30* 8-+3('  5-30*' +( *'  5-30*' +( <5'8(+(' 1 -,/-

• •

•

•

• •

2 '-,-' +( -5+i0*3i* 2 *6i-'

•

2 '-,-' 1 '-,- +( ,(0531 *i-  1 */(+*3 1 5-30* 8-+3('  5-30*' +( *'  5-30*' +( <5'8(+(' 1 -,/-

• •

•

•

• •

A/otea

T(+i+*  ,-v-+(3-

•

U 5-30* +( 45-3+i--

• •

vi.

SANI"ARIOS 2 /(+i*' -)*'  -)*' 8-3*' 1 -)* 8-38-+3(' 1 -)* 8-3<5'8(+(' 1 ,-v-8,-0*' B-)* 8,i* 8-3- /5>(3(' B-)* 8,i* 8-3- -3*(' 2 /(+i*' -)*'  -)*' 8-3*' 1 -)* 8-38-+3(' 1 -)* 8-3<5'8(+(' 1 ,-v-8,-0*' B-)* 8,i* 8-3- /5>(3('  v-3*(' " ,-v- 3*8-' U /(+i* -)*

APARATOS SANITARIOS

L*' -8-3-0*' '-i0-3i*' * 'i/8,(/(0( '-i0-3i*' - -;5(,,*' (,(/(0*' 4((3-,/(0( +( 43(' * 8,-<- +( -(3* ;5( '( 50i,i- 8-3- @-i,i0-3 ,

A#AR

A"O

Inodo

La0ato

ro

rio

D!c1a

"ina

!rinar

La0a

La0a

io

platos

ropa

NIVEL #iscina

&

"











)* ni0el

1K

1K



1



1



+* ni0el











,* ni0el

1K

1K



1



1



.* ni0el

1K

1K



1



1






Pág. 14


A/otea

&

"









"

"O"AL

"

"

2"







"

V. i.

CALCULO # DISE$O

CALCULO DE DOTACIONES 1. DOTACIÓN DE AGUA FR%A &. PRIMER PISO: Vivi(+- 5i@-/i,i-3 2 '. Á3(-: KK m Area total del lote en m2

S(4 0-,+( 3(4,-/(0*

Dotación L/d

Hasta 200 201 a 300

1500 1700

301 a 400

1900

401 a 500 501 a 600

2100 2200

601 a 700 701 a 800 801 a 900

2300 2400 2500

901 a 1000

2600

1001 a 1200 1201 a 1400

2800 3000

1401 a 1700

3400

1701 a 2000 2001 a 2500 2501 a 3000 Mayores de 3000

3800 4500 5000 5000 más 100 L/d por cada 100 Superficie adicioa!"

DOTACIÓN: 2200 l / dia (. SEGUNDO PISO: A5+i0*3i*' A5+i0*3i* 1 • 2 Á3(-: 12 m E, -@*3* +(, -5+i0*3i* vi(( - '(3 (, =3(- (03( (, =3(- +( -+2 -'i(0* ;5( (' 1." m . E0*(':

¿ Personas = •

172 m 1.4 m

2

2

=122.85 ≅ 123

A5+i0*3i* 2: 2 Á3(-: 2K m E, -@*3* +(, -5+i0*3i* vi(( - '(3 (, =3(- (03( (, =3(- +( -+-'i(0* ;5( (' E0*(':

¿ Personas =

209 m 1.4 m

2

2

=149.28 ≅ 149 asientos


Pág. 15


A@*3* +( -5+i0*3i*': 22 8(3'*-' S(4 0-,+( 3(4,-/(0*

Tipo de establecimiento

Dotación diaria

#ies$ teatros y auditorios

3 L por asieto" 30 L or m2 de

%iscotecas$ casios y sa!as de &ai!e y simi!ares 'stadios$ (e!)dromos$ aut)dromos$ p!a*as de toros y simi!ares" #ircos$ +ip)dromos$ par,ues de atracci) y simi!ares"

1 L por espectador 1 L por espectador más !a dotaci) re,uerida para e! mateimieto de aima!es"

E0*(' '(4 ,- *3/- ,- +*0-i7 ('  L 8*3 -'i(0* * 8(3'*DOTACIÓN: 272 x 3= 816 l / dia ). TERCER # CUARTO PISO: Vivi(+- Ui@-/i,i-3 2 Á3(-: KK m DOTACIÓN: 2200 l / dia *. AOTEA: L-v-+(3• H-i(+* 5 -83*i/-+* +( ,- 3*8- 8*3 +- +(i/*' ;5( ( • 0*0-, '( -5/5,- 1KW4 +( 3*8- 8*3 vivi(+- (0*(' */* '* 03(' vivi(+-'9 ,- 3*8- 8*3 +- '(3= +( K4 Tipo de local

Dotación diaria

- La(ader.a" - La(ader.a e seco$ titorer.as y

40 L/ de ropa"

DOTACION: •

30 L/ de ropa"

S(4 0-,+( 3(4,-/(0*

30 x 40 =1200 l / dia

B-)* +( '(3vii*  /(+i* -)* DOTACION:

500 l / dia

P*3 ,* 0-0* Dotación total de agua fr+a, Dotación total de agua fr+a,

9116 l

/ día 3

9,116 m / dia

2. DOTACIÓN DE AGUA CALIENTE +2) #RIMER #ISO: Vi0ienda !ni3a4iliar 2 $rea% 6!! m &'mero de dormitorios% 1! Número de dormitorios por vivienda

Dotación diaria en litros

1 2

120 250


S(4 0-,+(16 Pág. 3(4,-/(0*

UNIVERSIDAD NACIONAL DE CAJAMARCA - SEDE JAÉN ESCUELA ACADEMICO PROFECIONAL DE INGENIERIA CIVIL 390 420 450  ra*) de 80 L/d por dormitorio

3 4 5  de 5

D()ACI*&% 450 + 5∗80 =850 l / dia +2+ SE(UNDO #ISO: N* <- i'0-,-i*(' +( -45- -,i(0( +2, "ERCER 5 CUAR"O #ISO: Vi0ienda Uni3a4iliar 2 Á3(-: KK m E' ,- /i'/- +i'03i5i7 ;5( (, 83i/(3 8i'*9 8*3 ,* 0-0* DOTACIÓN: 2 ( 450 + 5∗80 )= 1700 l / dia

+2.

A6O"EA: La0ander7a

E ,-v-+(3- * '( <- *'i+(3-+* -45- -,i(0(. P*3 ,* 0-0* Dotación total de agua caliente, Dotación total de agua caliente,

2550 l

/ día 3

3.550 m / día

. DOTACIÓN DE AGUA CONTRA INCENDIOS  ,i03*''(45+* +53-0( /(+i- <*3- 8-3- +*' /-45(3-'. 3 litros / seg x 2∗( 30 min 〖 x 60 seg / min 〗 )=10800 < ≅ 11

DTACI TTA/0

3

3

/

3

9.116 m + 3.550 m + 11 m =23.666 m 3

3

3

1d+a

3

DTACI A23AC0 8,532 m + 3.270 m =12.666 m 1d+a

". CUADRO RESUMEN DE DOTACIONES i%el

Primer Piso Seg+ndo #iso

Agua 2r+a 4 l / día ¿

22KK 1

Agua Caliente 4 l / día ¿

&K 

Agua contra incendio 4 l / día 5 11KKK


Pág. 17


ii.

)ercer #iso

22KK

&K

C+arto #iso

22KK

&K

a,otea

1KK



)otal Dotaci-n A.. / A.C. Dotaci-n total

11

2&&K

11KKK

12  2

CALCULO DE TANQUE CISTERNA # TANQUE ELEVADO 1. TANQUE CISTERNA E, v*,5/( +(, 0-;5( i'0(3- vi(( - '(3 ,-' 03(' 5-30-' 8-30(' +( ,+*0-i7 0*0-,9 - ;5( ('0( --'0((3= -, 0-;5( (,(v-+*  0-/i -,/-(-3- (, -45- *03- i(+i*. E0*(': 3 )C 0 34  Dotaci-n diaria  m 

)C 0 34 

23.666 m

3

3 )C 0 17.745 m

Di4ensiona4iento del tan!e cisterna S( +(( 0((3 ( 5(0- ,-' 'i45i(0(' *'i+(3-i*(' HL  2 -L  12 HL  2 A+(/=': V  H  L  A E0*(':

h

3

H ∗ L∗a =17.7495 m ...... 1

(2 L /3 )∗( L )∗( L / 2 )=17.7495 m

3

L

D( +*+(: L  . /  . / -  1. /  2.K / H  2.&K /  2.& /

%orde li8re •

Di'0-i- v(30i-, (03( (, 0(<* +(, 0-;5(  (, (>( +(, 05* +( (03-+- +( -45-9 +(8(+(3= +(, +i=/(03* +( ('0(  +( ,*' +i'8*'i0iv*' +( *03*,9 * 85+i(+* '(3 /(*3 +( K92K /.


Pág. 18


<1  2K / •

Di'0-i- v(30i-, (03( ,*' (>(' +(, 05* +( 3(*'(  +(, 05* +( (03-+- +(, -45- '(3= i45-, -, +*,( +(, +i=/(03* +(, 83i/(3*  ( i4 -'* /(*3 +( K91& /. <2  2 Y D R  2Y.&YK.K2&"  K.1 / Capacidad del depósito L

Diámetro del tubo de rebose

Hasta 5000

50 mm 2

5001 a 12000

75 mm 3

12001 a 30000

100 mm 4

Mayor de 30000

150 mm 6

<2  2 Y D R  2YK.1K  K.2/ <2  2K / •

Di'0-i- v(30i-, (03( (, (>( +(, 05* +( 3(*'(  (, /=i/* iv(, +( -45- -45- '(3= i45-, -, +i=/(03* +( -;5(,  5i@(3i*3 - K91K /. <  DR  K.1/ L5(4* (, *3+( ,i3( (': B.L.  < 1  <2  < B.L.  K.2K /  K.2K /  K.1K / 6orde /ibre 0 7.*7 m

2. TANQUE ELEVADO E, v*,5/( +(, 0-;5( (,(v-+* '(3= i45-, - ,- 0(3(3- 8-30( +( ,+*0-i7 0*0-, +( -45- @3- /-' -45- -,i(0(9 - ;5( ('0( '*,* '(3vi3= 8-3- ,- +i'03i5i7 +( ,-' /i'/-' 3 )" 0 13  Dotaci-n diaria  m  de A / AC

)" 0 13  )" 0 4.222

3

12.666 m

m

h

3

Di4ensiona4iento del tan!e ele0ado C*'i+(3-+* 5 0-;5( (,(v-+* +( *3(0* A3/-+*  +( '(i7 5-+3-+-9 (0*(' a 0 b 0 . a3 0 4.222 m3

a

a 0 &.87 m


Pág. 1


iii.

DISE$O DE TUBER%AS DEL SISTEMA DE ABASTECIMIENTO 1. TUBER%A DE IMPULSIÓN P-3- <-,,-3 (, +i=/(03* +( ,- 05(3- +( '5i7 ;5( (' ,- 05(3- ;5( v- +( +( ,-' */-' <-'0- (, 0-;5( (,(v-+* '( 0i( ( *'i+(3-i7 (, 0i(/8* +( ,,(-+* +(, 0-;5( (,(v-+*9 ,*' v*,/((' +( 0-;5(9 (0*(' 0(i(+*: Ti(/8* +( ,,(-+*: 2< V*,5/( +(, T.E: ".22 /  S(i7 +(, T.E: 1.K / S(i7 +(, T.C: .  2.KK  2.&K  asto de ombeo% Q b=

(

)

Vol T . E 4222 l = =0.586 <¿ seg Tiempollenado 7200 seg 4Q (π * D 2 )

U'-+* ,- @*3/5,- V  D*+( ,- v(,*i+-+ +(( ('0-3 (03( K.  /' (0*(' 0((/*' /a Tuber+a de impulsión ser$ de, &9

"ntonces as+mimos el alor de 25 //. 1.12Z9 Por lo 9+e se a#roima al alor de la tabla de diámetros de im#+lsi-n. Gasto de bombeo en L/s Hasta 0$50 Hasta 1$00 Hasta 1$60 Hasta 3$00 Hasta 5$00 Hasta 8$00 Hasta 15$00 Hasta 25$00

Diámetro de la tubera de 20 3/4 25 1 32 1  40 1  50 2 65 2  75 3 100 4

S(4 0-,+( 3(4,-/(0*

2. TUBERIA DE SUCCION S( ('*4( (, +i=/(03* */(3i-, i/(+i-0* 'i45i(0( '58(3i*3 -, +( i/85,'i7 ,5(4* 0*/-/*':


Pág. 2!


Di94etro de t!8er7a de s!ccin: ) ;<

. TUBERIA DE ADUCCION L- 05(3- +( -+5i7 (' ,- ;5( v- - ,,(-3 (, 0-;5( i'0(3- 8*3 ,* ;5( '( 0*/-3- ( *'i+(3-i*(' ,*' 'i45i(0(' +-0*': )iem#o de llenado% 4 0 144!!seg :ol+men del ).C% 17.75 m 3  asto

de ombeo%

(

)

3

Vol Tanque 17.75 m = =0.00123 <¿ seg Q b= 14400 seg Tiempollenado 4Q (π * D 2 )

U'-+* : 0 D*+( ,- v(,*i+-+ +(( ('0-3 (03( K.   /' (0*(' 0((/*':

Di94etro de t!8er7a de ad!ccin: +< ". TUBERIA DE ALIMENTACIÓN DE CISTERNA As+mimos +n diámetro de 1; Accesorios% 1 ál+la de #aso.

! .2! < 1 0

!.2! m 1 ál+la de com#+erta.

! .2! < 1 0 !.2!

2 codos de !

! .! < 2 0 1.8!

1 codo de 45

! .55 < 1 0 !.55

m m m 2.75 m =ongit+d total 0 8.38 / 2.75 0 11.13 m S=B

( ) ( ) Q

2

D

5

=14

1.23 2.54

2 5

S =0.20


Pág. 21


Si

 hf   = .  L  total  ⇒ hf = 0.20 × 11.13 = 2.226 < 12.40m S f

Entonces el di94etro de t!8er7a de ali4enticio es de )=

&. DIÁMETRO DEL MEDIDOR D-0*': P3('i7 +( ,- R(+. >#M? mca. P3('i7 /i. D( '-,i+-:>#S? D('iv(, (03( 3(+ 8,i- RP. # 850* +( (03(4-:  @" 5 L*4i05+ +( ,- ,(- +( '(3vii*: m Ti(/8* +( ,,(-+* +( ,- i'0(3-. V*,5/( +( ,- Ci'0(3-:

1! 2mca 1m 8.38 4 . 17.75m3

A('*3i*': 1 v=,v5,- +( 8-'* 1 v=,v5,- +( */85(30- 2 *+*' +( K 1 *+* +( "&



G-'0* +( (03-+-: Q=

v t

Q=

177495 14400

Q=1.23 lts / seg


Pág. 22


C-34- +i'8*i,(



H = Pmatri!− Ps − H g H =14 −2−1

H =11 m

Di=/(03* +(, /(+i+*3



H medidor " 50 ( 11)

H medidor " 5.5 m Q=1.23 lts / sgd

D(, =-* +( i'0-,-i*(' S-i0-3i-' *0((/*' ,*' +i=/(03*'  83+i+-'9 8*3 ,* ;5( '( 8i+( +(0(3/i-3 0-/i ,-' 83+i+-' +( ,*' /(+i+*3(' '(4 ,- 0-,- '(8-3-0- 8=4. 1& ( i0(38*,-+* ,*' v-,*3(' ;5( * ('0=. S(4 0-,+( P"?DIDAS D" CA?A "& DIA>")?( 3(4,-/(0* "= >"DID(? 34; 11.6 1; 4.6 E'*4(/*' (, ;5( * 8-'- (, v-,*3 +( .&/. E0*(' -'5/i/*' 5 +i=/(03* +(: 1Z P*3 ,* 0-0* ,- ALTURA DISPONIBLE SERA: @ Dis#onible 0 11  4.6 @ Dis#onible 0 6.4 m #ericamos %elocidades,

B0:
V =

4Q

#D

2

−3 4 1.23 x 10

(

# ( 1 x 2.54 ) −4

V =2.43 x 10

)

2

m / sgd

V(/*' ;5( * 8-'- ,- v(,*i+-+ /=i/- '(4 ,- 0-,-. P*3 ,* 0-0*:


Pág. 23

UNIVERSIDAD NACIONAL DE CAJAMARCA - SEDE JAÉN ESCUELA ACADEMICO PROFECIONAL DE INGENIERIA CIVIL Di$metro Del :edidor 0 &9

iv.

BOMBA DE AGUA FRIA P-3- (, =,5,* +( ,- 8*0(i- +( ,-' */-' 50i,i-/*' ,- @*3/5,'i45i(0( 3 γ = 1000 kg / m

p

=

γ * Q * H D

η = 0.4 − 0.75

75 * n

D*+(: •

P('* ('8(6*  1KKK 4/ 

•

Q  K.KK2 /'

•

  K[ S( 0*/-3= 5- */- * (, K[ +( (6i(i-

•

@D 0 @" / @ / Ps

•

B*3+( ,i3(  K.&K

•

P'  2 /P(3*:

@D 0 @" /  / Ps Ps 0 2 mca @ 0  s+cci-n /  im#+lsi-n

hf s!ccin

=ongit+d real% =ong. De s+cci-n 0 2.5! / !.5 0 3.!! m =ongit+d e9+ialente%

ACCESORIOS

DIAME" /ongitud e;ui%ale RO nte,

C*+* K V=,v5,- +( 8i(

1\] 1\]

/ongitud e;ui%alente total

&.& 2.2 2B

E0*(': L T  L'5i*  L(;5iv  .KK  .K L T 1K.K / P*3 ,* 0-0*: Hf = Sf × L Hf = 0.11 × 13.65 Hf = 1.50 m

@ s+cci-n 

1.&K /


Pág. 24

=ongit+d real% =ong. de im#+lsi-n 0 12.8 / 5.5 / 7.!3 0 25.42m =ongit+d e9+ialente%

ACCESORIOS

DIAME" RO

" C*+*' K 1Z 1 V=,v5,- +( 1Z */85(301 v=,v5,- <( 1Z 1 *+* +( "& 1Z Lonit!d e!i0alente total

Lonit!d e!i0ale nte: .K K.2K 2.KK K.&& 2,

E0*(' L T  Li/85,'i*  L(;5iv.  2&."2  .& L T  1. / Hf = Sf × L Hf = 0.16 × 31.77 Hf = 5.08m

P*3 ,* 0-0*:

@ s+cci-n 0 5.!8 m E0*(': •

@ 0  s+cci-n /  im#+lsi-n @ 0 1.5! / 5.!8 @ 0 6.58 m

•

@D 0 @" /  / Ps @D 0 12.8 / 5.28 / 2.! @D 0 2!.!8 m

p

=

γ * Q * H D 75 * n

A8,i-+* ,- @*3/5,-9 0((/*'


Pág. 25

UNIVERSIDAD NACIONAL DE CAJAMARCA - SEDE JAÉN ESCUELA ACADEMICO PROFECIONAL DE INGENIERIA CIVIL 1000 * 0.002 * 20.08

p

=

p

=

75 * 0.70

0.84 HP

U- */- +( 5'* */(3i-, '(3i-: P 0 1@#

L-' */-'9 03-->-3- -+- i(30* 0i(/8*9 3i+-+* +( ('0- /-(3(, /-0(i/i(0* -+(5-+* - -+- 5- +( (,,-'.

v.

TUBER%A # BOMBA PARA A.C.I E, =,5,* +(, v*,5/( +( -45- *03- i(+i*'9 '( 3(-,i- *'i+(3-+* +*' /-45(3-' @5i*-+* 'i/5,0=(-/(0( - 5- v(,*i+-+ +(  ,0'(4. D53-0( K /i50*' +( 0i(/8*.

D-0*': •

V*,5/( *03- i(+i*'.

 11 m3

•

L*4i05+ +( /-45(3-.

 12 m.

•

P3('i7 /i/- +( -,i/(0-+*3.

 1! mca.

•

Di=/(03* 8(3i@3i* +( ,- /-45(3-.

 1 E ;

•

Di=/(03* +( ,- *;5i,,-.

 12 ;

•

G-'0* 8*3 /-45(3-.

 3 ltseg.

1. DIÁMETRO DE LOS ALIMENTADORES. D-0*': •

G-'0*

  ,0'(4


Pág. 26


•

V(,*i+-+ /i/-

 K. /'(4

•

−3 Di=/(03* /=.3 *10 * 4

 K.K /  .1"Z

0.6 * π

S( 0*/- 5 +i=/(03* +( Z 8*3 '(3 */(3i-,.

2. DIÁMETRO DE LA MONTANTE CONTRA INCENDIO. A+*80-/*' (, @5i*-/i(0* +( +*' /-45(3-': •

G-'0*

  ,0'(4.

•

V(,*i+-+ /i/-

 K./'(4. −3

2 * 3 *10 * 4

Di=/(03* /=. 

•

 K.11/  ".""2Z.

0.6 * π

S( 0*/- 5 +i=/(03* +( "Z 8*3 '(3 */(3i-,.

. Di'()* +( ,- */- +(, 'i'0(/- *03- i(+i*. Pot =

γ QHdinamica

γ = 1000kg / m

75η

η = 0.4 − 0.75

3

D*+(: @m 0 @e / Pc / Carga &esesarFa. @m 0 @e / Pc / 1! m.c.a.

@e 0 Alt. de s+cci-n / Alt. edi /  @e 0 12.8 / 2.5 / 1 @e 0 16.3 m.c.a.  P3+i+- +( -34-.

ACCESORIOS

F G Le

T 8-'* 3(0* "] C*+* K "] V=,v5,- +( */85(30V=,v5,- +( 3(0(i7 P*3 3(>i,,-

"Y12K 2Y".2& 1YK.K 1Y2.&K

Lonit!d e!i0ale nte ".K .&K K.K 2.&K K.&


Pág. 27


P*3 3(+5i7 E03-+- - ,- */-.

Lonit!d e!i0alente total

K.1& 1.KK )H2, 4ts2

L5(4*: @m 0 16.3 / 18.3 /1! @m 0 44.6 m.

#otencia de la 8o48a2 Pot =

−3

1000 * 3 *10 * 44.6 75 * 0.5

Pot.  .& HP "otencia de bomba contra incendio 0 ) <"

vi.

DISE$O DE AGUA PARA RIEGO P-3- (, +i'()* +( 05(3-' 8-3- 3i(4* '( 3(-,i-3- 8*3 medio de cone!ión para manguerasG 8-3- ,* 5-, '( <- +( 0((3 ( 5(0- ,-' 'i45i(0(' *'i+(3-i*(' 8-3- '5 =,5,* •

•

E, +i'()* +( -45- 8-3- 3i(4* '( <- +i'()-+* ( @*3/- +i3(0+( ,- 3(+ 8,i-. E, 4-'0* +( -45- 8-3- 3i(4* +(( '(3 +(  ,0'<*3- / 2 5-+* /(*'.

E, 'i'0(/- +( 3i(4* /(+i-0( 850*' +( *(i7 8-3- /-45(3-' ;5( 0i(( ,-' 'i45i(0(' -3-0(3'0i-': •

Di=/(03* +( /-45(3- 12Z.

•

L*4. D( /-45(3-  1K/

•

Á3(- +( 3i(4* 8*3 /-45(3-  1KK / 2.

•

G-'0*  K.2 ,0'.

•

•

E'8-i-/i(0* /=i/* (03( 850*' +( *(i7  1." L  1."Y1K  1"/. Á3(- +( 3i(4* 0*0-,  2" / 2. S(4 0-,+(Pág. 28 Instalaciones en Edifcaciones II 3(4,-/(0*

UNIVERSIDAD NACIONAL DE CAJAMARCA - SEDE JAÉN ESCUELA ACADEMICO PROFECIONAL DE INGENIERIA CIVIL Diámetro man!uera

Lon!itu d má"ima

#rea de rie!o

Caud al

15 1/2

10

100

0$2

20 3/4 25 1

20

250 600

0$3 0$5

30

P*3 ,* 0-0* Di$metro de tuber+a de riego0 &1'9

vii.

DISE$O DE PISCINA. S( * +(, ('8(>* +( -45-  '( -,5,7 +( /-(3- ;5( '( 85(+- v-i-3 ( 5 0i(/8* * /-*3 +( 5-03* <*3-'  * 5- +i'0-i- (03( +3((' +( .&/9 E, +i=/(03* +( -+- 05(3- (' +( Z. S( i'0-,-3* --,(0-' +( ,i/8i(- - ,* ,-34* +( 0*+* (, 8(3/(03* +( ,8i'i- * 5 +i=/(03* i45-, - 2Z. # * 5- 8(+i(0( i45-, - 1[. E, i43('* +( -45- - ,- 8i'i- '( <-( - 03-v' +( 5- 05(3- +( +i=/(03* i45-, - ^Z # ;5( (' 83*v(i(0( +( ,- 3(+ 8,i-. S*3( (, +3(->( +( @*+* '( 5i7 5- 3(>i,,- +( +i=/(03* i45-, - 5-03* v((' (, +i=/(03* +( ,- 05(3- +( '5i7. L-' ('-,(3-' 0i(( 5 8-'* +( 2&/. # 5 *03-8-'* +( 1/. # '( 5i- - 5 *'0-+* +( ,8i'i- 8-3- (vi0-3 8*'i,(' 03*8i(*'. L- 8i'i- 0i(( 5 'i'0(/- +( 3(i35,-i7 8-3- 4-3-0i-3 ,- -,i+-+ +( -45-  (vi0-3 '5 +('8(3+ii*. E, 'i'0(/- +( 3(i35,-i7 *'i'0( ( ,,(-3 5- '*,- v( ,- 8i,(0-  <-(3 i35,-3 (, v*,5/( +( -45- - 03-v' +( ,- /i'/- v-3i-' v((' ( 2" <*3-'. C*'0- +( 2 */-' * '5' 03-/8-' +( 8(,*9 'i'0(/- +( 05(3-'9 v=,v5,-'  6,03*'. L- 83*@5+i+-+ +( ,- -8- 6,03-0( '(3= +( 8*3 ,* /(*' K/. # */83(+( -8-' +( -3(- 'i,i*- +( +i@(3(0(' 43-+-i*(' * 5-3* <--+*  43-v-. S*3( ,- '58(36i( +(, /-0(3i-, 6,03-0( <-3= 5-,053- ,i3( +( "&/. /i/* <-'0- ,- 05(3- * (, 3(*'(. S( 3(*/i(+- (, 0i8* +( */-' (03@54-' -i*-+-' 8*3 /*0*3 (,03i*. L-' */-' +(( <-(3 8-'-3 (, -45- - 03-v' +( ,*' 6,03*' ->* ,- /=i/- -34- +( 03-->* +( ,*' /i'/*' 5-+* '( (/8,(( 6,03*' - 83('i7 ;5( '* ,*' /=' 5'-+*'.

CLCULOS Instalaciones en Edifcaciones II

Pág. 2


C9lc!lo del Vol!4en de la #iscina: A3(- 03-'v(3'-,  & /2 P3*@5+i+-+

 1.&K /

V*,5/( 0*0-,

 112.& /

C9lc!lo del ca!dal: Q  V*,  0i(/8* Q  112.& /   " <3' Q  K.KK / '(4

C9lc!lo del di94etro de s!4idero: C*/* <- " +3(('9 (0*(' (, -5+-, 8-3- +3( (': Q  K.KK  K.K2 / ' Q  2 L0'

Calc!lando el Di94etro: D=

√

4Q

#V

D  K.2K /  .Z C*/* (, +i=/(03* (' 3(,-0iv-/(0( 43-+( (0*(' 5'-3(/*' " '5/i+(3*' +( Di$metro tuber+a de sumideros 0 '9 4comercial5

C9lc!lo del di94etro de re8ose: P-3- -,5,-3 (' +i=/(03* +( 05(3- +( 3(*'( '*,* (,(4i/*' 5 +i=/(03* i45-, * /-*3 -, +( '5/i+(3*9 */* (, +i=/(03* +( '5/i+(3* (' 3(,-0iv-/(0( 43-+( (0*(' (,(4i/*' (, /i'/* 8-3- ,- 05(3- +( 3(*'( Di$metro de la tuber+a de rebose '9 ellas.

VI.

= a * m de separación entre

CONCLUSIONES

 T*+* (, +i'()*

Pág. 3!


 E, /(3*  0i8* +( -8-3-0*' '-i0-3i*' '( (,i4( +( -5(3+* -, /(3* +( 5'5-3i*'  -, 0i8* +( 5'* +( ,-' (+i6-i*('.  L-' +i/('i*(' +(, 0-;5( i'0(3- '( +(0(3/i- /(+i-0( (, v*,5/( *0(i+* +( ,- +*0-i7 +( -45- @3- +(, (+i6i* _ 8-30(' +( ,- +*0-i79 -+ii*=+*,( -+(/=' (, v*,5/( +( -45- *03i(+i*. E, 0-;5( (,(v-+* '( +(0(3/i- /(+i-0( ,-' +*0-i*(' +(0(3/i-+-' +( -5(3+* - ,-' =3(-'  5'* +( ,*' ,*-,(' +( ,(+i6-i79 4((3-,/(0( 8-3- '5 +i'()* '( ,( -'i4- 5 v*,5/( ;5( (' i45-, - ,- 0(3(3- 8-30( +( ,- +*0-i7 0*0-, +( -45- @3-.  E, 3i(4* +( ,-' =3(-' v(3+(' (' - 03-v' +( 43i@*'9 ( ,*' 5-,(' '( *(0-3- ,-' /-45(3-' +( 1K / +( ,*4i05+.

VII.

RECOMENDACIONES:

 A0(' +(, +i'()* +( ,-' 05(3-' '( +(( --,i-3 'i ,- 83('i7 (' '56i(0( 8-3- ,- (+i6-i7  -+(/=' '( +(( '-(3 'i <-3= *0i5i+-+ * * +(, ,;5i+* (,(/(0*.  P-3- 3(-,i-3 (, +i'()* +( ,-' i'0-,-i*(' '-i0-3i-' 'i(/83( +((/*' -'-3'( ( (, 3(4,-/(0* -i*-, +( (+i6-i*('.

VIII.

BIBLIOGRAFIA


Pág. 31

Instalaciones sanitarias de una vivienda

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