calculo presiones en agua potable 04 barrios

48
8/16/2019 Calculo Presiones en Agua Potable 04 Barrios http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 1/48 OEFICIENTE DE CRECIMIENTO POR DEPARTAMENTOS ( r OTACI N POR NU DEPARTAMENTO Tumbes 20  Hasta 500 Piura 30  500 - 1000 Cajamarca 25  1000 - 2000 Lambayeque 35 La Libertad 20  Ancas !0 "u#nuc$ 25  %un&n 20 Pasc$ 25 Lima 25 Pr$'( C$nst( Ca))a$ 20 *ca 32 "uanca'e)ica !0  Ayacuc$ !0 Cusc$ !5  A+urimac !5  Arequi+a !5 Pun$ !5 M$que,ua !0 Tacna -0 L$ret$ !0 .an Martin 30  Ama/$nas -0 Madre de Di$s -0 CREC*M*ENTO ANAL POR M*L "A1*TANTE. r PO1LAC*4N abitantes

Upload: ricardo-andre

Post on 05-Jul-2018

222 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 1/48

OEFICIENTE DE CRECIMIENTO POR DEPARTAMENTOS ( r OTACI N POR NU

DEPARTAMENTO

Tumbes 20   Hasta 500Piura 30   500 - 1000

Cajamarca 25   1000 - 2000Lambayeque 35La Libertad 20 Ancas !0"u#nuc$ 25 %un&n 20Pasc$ 25Lima 25Pr$'( C$nst( Ca))a$ 20*ca 32"uanca'e)ica !0 Ayacuc$ !0

Cusc$ !5 A+urimac !5 Arequi+a !5Pun$ !5M$que,ua !0Tacna -0L$ret$ !0.an Martin 30 Ama/$nas -0Madre de Di$s -0

CREC*M*ENTO ANAL POR M*L"A1*TANTE. r

PO1LAC*4Nabitantes

Page 2: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 2/48

  ERO DE HABITANTE DOTACIÓN POR REGIÓN

60 Selva 7060 - 80 Costa 60

80 - 100 Sierra 50

DOTAC*4N)tr(ab(d&a

PO1LAC*4Nabitantes

DOTAC*4N)tr(ab(d&a

Page 3: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 3/48

CALCULO DE CAUDALES GENERAL

1.- PROYECTO: C$nstrucci6n .istema de A,ua P$tab)e 0- 1arri$s7 Distrit$ de Nue'$ Occ$r$ 8 "uanca'e)ica 8 "uan

2.- LOCALIDAD: 0- 1arri$s

3.- DISTRITO: Nue'$ Occ$r$

4.- PROINCIA: "uanca'e)ica!.- DEPARTAMENTO: "uanca'e)ica

".-2#11 $%&.

'.- TASA DE CRECIMIENTO ( ) ( r ) 1.!# $%&.%*+

,.- PERIODO DE DISEO (AOS) ( ) 2# %*+/

0.-

2"14 $%&.

1#.- DOTACION (LT/HAB/DIA) ( Dot ) ,# r.$%&.%

11.-CON.MO PROMED*O ANAL LT.E9 :

2.42 r./5.

12.-CONSUMO MA6IMO DIARIO (7MD)

3.14' r./5. C%89+ ;% 8+;988<

13.-CAUDAL DE LA FUENTE (LTSEG)

 A=+r%+ ; >?+8% /%@ 3.!# r./5.

14.- RECURSO HIDDRICO SUFICIENTE

1!.-

"'.0' 3

1".- OLUMEN DEL RESERORIO A UTILIAR  '!.## 3

RECURSO RESERORIO SUFICIENTE

1'.- CONSUMO MA6IMO HORARIO (LTSEG)

3."31 r./5. 8%89+ %988<; /r&9

1, CONSUMO UNITARIO:unit( ;:m+$b)aci6n <utura

POBLACION ACTUAL (HAB) ( PO)

=uente> ALMANA:E DE"ANCA?E@*CA 2008200B

*NE*8"ANCA?EL*CA 

POBLACION FUTURA (HAB) ( P=  )

P= P+ ( 1 r . 1## )

7 P=  . D+ ,"4##

7  1.3# 7

 OLUMEN DEL RESERORIO CALCULADO (  r  )

  r   #.2! 7  ,".4

7$  1.! 7

Page 4: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 4/48

  a'e)ica

8<;

Page 5: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 5/48

CALCULO DE DIAMETRO DE RED DE CONDUCCIÓN PRINCIPAL

PROYECTO: C$nstrucci6n .istema de A,ua P$tab)e 0- 1arri$s7 Distrit$ de Nue'$ Occ$r$ 8 "uanca'e)ica 8 "uanca'e)icaLOCALIDAD: 0- 1arri$sDISTRITO: Nue'$ Occ$r$PROINCIA: "uanca'e)icaDEPARTAMENTO: "uanca'e)ica

3.14

N PUNTO DIAMETRO

PRESIÓN

CALC ( ASUM ( LLEG. SAL. LLEG. SAL.

! CAPT. 300(B0 0(35

2 02 3(2- 0(005 3(!5 !35(25 0( - 0(0!! !!(25 !!(2

3 03 35(B! 0(0250 3(!5 !-!(055 !(3 - 0(0-5 !5(3!3 !5(3!

- 0- 3BB(253 0(!0-B 3(!5 !(2 !(2 - 0(! 23(33 23(3

5 05 3B2(5 0(035 3(!5 52(25 !( - 0(!50 2B(5! 2B(5

0 3B!(-2 0(03 3(!5 22(0-5 2(3 - 0(!!- 2(!-0 2(!-

B 0B 3B2(--3 0(0B2 3(!5 ( 2(0 - 0(!B5 2(005 2(00

0 3-(BB 0(!0 3(!5 (B2 !( - 0(!B 35(-5- 35(-5

0 30(2-0 0(!00! 3(!5 -5(520 2(05 - 0(!0 3(3! 3(3

!0 !0 352(B- 0(0-3 3(!5 !5(03 !(5 - 0(03 -B(0!- -B(0!

!! !! 3-(B3B 0(0 3(!5 2(50 !(2 - 0(!B 53(0B2 53(0B

!2 !2 3--(02 0(03! 3(!5 53(-- !( - 0(05 5-(-2 5-(-

!3 !3 3-!(2 0(!0B 3(!5 2(--- 2(2 - 0(!5 5B(2! 5B(2

!- !- 3-3(2! 0(0! 3(!5 !-(5! 2(5 - 0(!5 5(03 5(0

!5 !5 3-!(0! 0(0335 3(!5 5(2 !(0 - 0(00 5(233 5(23

! ! 33(-0 0(0553 3(!5 2(!32 2(25 - 0(0 5(B-5 5(B-

!B !B 3-0(3- 0(02!2 3(!5 -!(0 2(0 - 0(03 5(3 5(3

! ! 335(32 0(!B50 3(!5 25(! 2(30 - 0(3!- 3(0-0 3(0-

! ! 330(! 0(20- 3(!5 2B(-35 2(2B - 0(3B! (33- (33

20 20 32B(!B5 0(!3 3(!5 !B(3 2(- - 0(30- B!(023 B!(02

2! 2! 32-(B3 0(0-B2 3(!5 50( 2(0! - 0(05 B3(330 B3(33

22 22 322(5-B 0(!202 3(!5 !(03 2(- - 0(2! B5(350 B5(35

23 23 323(0 0(02B 3(!5 (- 2( - 0(!!3 B-( B-(

2- (PR90! 322(53 0(0B- 3(!5 5(- 3(!- - 0(!B5 B5(0B! B5(0B25 25 33B(33 0(0B5 3(!5 !(!53 !(5B - 0(!5B 0(!!5 0(!!

2 2 3-0(!0! 0(0535 3(!5 5!(2 2(00 - 0(0 5B(25 5B(25

2B 2B 3-2(0 0(0B0 3(!5 25(!-2 2(3! - 0(!-2 55(!2B 55(!2

2 2 3-5(B05 0(!0B 3(!5 32(5 2(! - 0(!B 5!(3!3 5!(3!

2 2 3-3(B0 0(0-53 3(!5 -2(2-3 2(0 - 0(0! 53(!- 53(!-

30 (PR902 3-2(B5 0(!03B 3(!5 (5 2(0 - 0(! 53(2 53(

3! 3! 3-5(3- 0(02B 3(!5 -2(02B 2(0 - 0(!!3 5!(2-- 5!(2-

32 32 3-5(00 0(02 3(!5 !2(22 2(5 - 0(05- 5!(5B5 5!(5B

33 33 3-(55 0(035 3(!5 -3(23- 2(0B - 0(05 -(3- -(3

3- 3- 3-5(- 0(022 3(!5 -B(B 2(03 - 0(0-! 50(B 50(B

35 35 3-(3B 0(!00- 3(!5 !!(33- 2(B2 - 0(!0 -(0 -(

3 3 35!(B 0(!!B 3(!5 -3(535 2(0B - 0(2!2 --(320 --(32

3B 3B 35-(33! 0(0B!5 3(!5 35( 2(!5 - 0(!2 -!(2 -!(2

3 3 35B(55- 0(02- 3(!5 3(!! 2(!! - 0(!- 3(25 3(25

3 3 355(B-! 0(055 3(!5 32(0B! 2(20 - 0(!02 3(B 3(

-0 -0 355(0 0(0B2 3(!5 2(02 3(2 - 0(!-0 3(0 3(0

-! (PR903 353(53 0(0B 3(!5 2B(35! 2(2B - 0(!5B -!(-B -!(-

-2 -2 35B(B05 0(!!35 3(!5 3(500 2(!5 - 0(20- 3B(502 3B(50

-3 -3 35B(35 0(0B0 3(!5 5(!3 3(20 - 0(!20 3B(B2B 3B(B2

-- -- 30(0 0(0BB 3(!5 52(005 2(00 - 0(!22 3-(05 3-(0

-5 -5 353(53 0(02 3(!5 2B2(!2 !(-2 - 0(0- -!(353 -!(35

- - 3!(B5 0(0-50 3(!5 !2(33 !(5- - 0(0! 33(0-! 33(0-

-B -B 35(250 0(03 3(!5 55(02 !(B - 0(!!- 3(-B! 3(-B

- - 35B(B 0(050 3(!5 B(53- 2( - 0(0! 3(B3 3(B

- - 35(- 0(03 3(!5 !(320 2(53 - 0(0 3(0 3(050 50 3!(-2 0(035 3(!5 50(0! 2(0! - 0(!!- 32(0 32(0

5! 5! 3!(-! 0(03! 3(!5 2(B2! 3(- - 0(!- 32(5 32(

52 52 35(B 0(033 3(!5 (52 !( - 0(05 35(35B 35(35

53 53 35(50 0(0-0- 3(!5 (!2B 2(5 - 0(0B3 35(5- 35(5

5- 5- 35(- 0(0-02 3(!5 33(302 2(! - 0(0B2 3-(2-2 3-(2-

55 55 35(B 0(0- 3(!5 !(B 3( - 0(0- 3-(2-0 3-(2-

5 5 35(5 0(03- 3(!5 (22 !(B5 - 0(!!- 2B(B 2B(

5B 5B 3-(- 0(0- 3(!5 2B(5B2 2(2B - 0(0 2(!5 2(!5

5 5 35(2B 0(0-0B 3(!5 3!(-B 2(2! - 0(0B3 2B(0- 2B(0

5 5 3(3 0(0B5 3(!5 5(525 3(!5 - 0(!-3 2B(223 2B(22

(LTSEG

COTATERRENO PROG.(MTS) LONGITUD (JM) CAUDAL(L.P.S ) PENDIENTE (MJM)

HF 

(MTS)

COTA

PIEOMET.

Page 6: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 6/48

CALCULO DE DIAMETRO DE RED DE CONDUCCIÓN PRINCIPAL

PROYECTO: C$nstrucci6n .istema de A,ua P$tab)e 0- 1arri$s7 Distrit$ de Nue'$ Occ$r$ 8 "uanca'e)ica 8 "uanca'e)icaLOCALIDAD: 0- 1arri$sDISTRITO: Nue'$ Occ$r$PROINCIA: "uanca'e)icaDEPARTAMENTO: "uanca'e)ica

3.14

N PUNTO DIAMETRO

PRESIÓN

CALC ( ASUM ( LLEG. SAL. LLEG. SAL.

(LTSEG

COTATERRENO PROG.(MTS) LONGITUD (JM) CAUDAL(L.P.S ) PENDIENTE (MJM)

HF 

(MTS)

COTA

PIEOMET.

30(-2 0(!!5B 3(!5 0(-3 5(! - 0(20 2(-2 2(-2

3!(- 0(055 3(!5 !!(2!2 2(B3 - 0(!00 2B( 2B(

0 0 35(3B0 0(053 3(!5 3(B 2(!2 - 0(0B 2(B0! 2(B0

! ! 30(3 0(02 3(!5 5(B !(- - 0(0- 2(03 2(03

2 2 30(033 0(0! 3(!5 !3(5 2(! - 0(!22 2(B 2(

3 3 3!(--B 0(!-5 3(!5 (-5 2(2 - 0(2 2B(!5 2B(!

- - 32(22 0(0B 3(!5 !0(!0 2(B - 0(!-3 2(!B 2(!

5 5 355(53 0(020 3(!5 2-B( !(-5 - 0(0-B 32(5 32(5

355(-0B 0(0! 3(!5 (-5- 3(05 - 0(!2- 32(!! 32(!

B (PR90- 35!(B 0(0!! 3(!5 3(! 2(!! - 0(!- 3(3 3(3

35B(3 0(!!5! 3(!5 -(2 2(02 - 0(20B 30(552 30(55

3!(0 0(03B 3(!5 !!5(553 !(B0 - 0(0B! 25( 25(

!00 !00 3-(32 0(!5 3(!5 !-(2- 2(0 - 0(35 22( 22(

!0! !0! 3B0(-- 0(220 3(!5 2B(233 2(2 - 0(3 !(2B !(2B

!02 !02 3B2(305 0(!B3 3(!5 B(B 2(- - 0(33 !-(-0 !-(-

!03 !03 3B5(0 0(2!2- 3(!5 !(B-0 2(5! - 0(3! !0(5-- !0(5-

!0- !0- 3B(! 0(0B 3(!5 3-(50 2(!B - 0(!-3 B(-2 B(-

!05 !05 3B(53 0(03 3(!5 (B5 2(0 - 0(! (55B (55

!0 !0 3B(53 0(02! 3(!5 !(5 3(2 - 0(!!! (32 (32

!0B .AIRE (#3 3!(B5 0(!-50 3(!5 !-(5!B 2(5 - 0(20 3(3 3(

!0 !0 3B(- 0(030B 3(!5 B3(B3 !( - 0(055 (! (!

!0 !0 30(05 0(02B 3(!5 !(0 2(-5 - 0(053 5(553 5(55

!!0 !!0 3B(!B 0(0505 3(!5 3B(2B3 2(!- - 0(0! B(3- B(3-

!!! !!! 3B(B5 0(2222 3(!5 (3! 3(0 - 0(3 (3B (3!!2 !!2 3B(0!5 0(02B5 3(!5 -5(BB5 2(05 - 0(0- B(05 B(05

!!3 !!3 3B(-35 0(0BB 3(!5 5(-B5 3(! - 0(!3 (50! (50

!!- !!- 3B5(BB2 0(!222 3(!5 2!(BB 2(3 - 0(2! (-- (-

!!5 !!5 3B5(B0- 0(05B 3(!5 !(!5 -(33 - 0(!05 (0B (0

!! !! 3B3(B 0(00- 3(!5 23(3 2(3- - 0(!-- !0( !0(

!!B !!B 3B2(000 0(!-B 3(!5 !2(0!2 2( - 0(2 !2(! !2(!

!! !! 3B!(22! 0(03 3(!5 20(003 2(-2 - 0(0B0 !2(0B !2(0

!! !! 3B-(!2- 0(0!5 3(!5 !B(!B- !(5 - 0(030 (B- (B

!20 !20 3B0(!- 0(020! 3(!5 !(! !(52 - 0(03 !3(B !3(B

!2! !2! 3B(350 0(02- 3(!5 (- !(B5 - 0(05! !(! !(

!22 !22 3-(-00 0(053 3(!5 52(-25 !( - 0(!0! !(5!0 !(5!

!23 !23 3-(00 0(025 3(!5 !5(25 2(5 - 0(0- !(5 !(5

!2- !2- 35(-!B 0(03!B 3(!5 --(-3 2(0 - 0(05B !(30 !(3

!25 !25 3-(-! 0(0-20 3(!5 !(-5 2(- - 0(0B5 !(0! !(0

!2 !2 3!(20! 0(030 3(!5 !!2(-00 !(B! - 0(055 22(-B 22(-B

!2B !2B 35(-!2 0(0-0! 3(!5 --(5 2(0 - 0(0B2 2-(!3 2-(!

!2 !2 35(0 0(0-3 3(!5 B(0!B 3(00 - 0(0 2-(-50 2-(-5

!2 !2 35B(B-B 0(03- 3(!5 33(-3 2(! - 0(0B! 25( 25(

!30 !30 35(2!- 0(03! 3(!5 !-(B- 2(5 - 0(05B 25(!B5 25(!B

!3! !3! 35B(030 0(0B 3(!5 !-(2B 2(5 - 0(!-3 2(2!5 2(2!

!32 !32 35(25 0(0-!B 3(!5 2(-B 2(2- - 0(0B5 2-(!! 2-(!

!33 !33 352(3- 0(0B0 3(!5 B(B3 !( - 0(!5 30(50 30(5

!3- !3- 352(20! 0(0B! 3(!5 2(2B 3(B - 0(!2 30(- 30(

!35 !35 350(2!- 0(0 3(!5 2(B 2(2- - 0(!20 32(55! 32(55

!3 !3 35!(!0- 0(!2! 3(!5 B(3!B 2( - 0(2! 3!(--3 3!(--!3B (PR905 3-(03 0(0 3(!5 32(5 2(! - 0(!20 33(52- 33(52

!3 !3 35!(3B! 0(052 3(!5 2(! 2(25 - 0(!53 30(03 30(0

!3 !3 35(32 0(0352 3(!5 22B(2 !(- - 0(03 22(! 22(!

!-0 !-0 35-(-5 0(0!-2 3(!5 3-B(532 !(3 - 0(02 2B(B2 2B(B2

!-! !-! 353(BBB 0(0-2 3(!5 !-(0B 2(0 - 0(0 2(322 2(32

!-2 !-2 355(!5 0(0- 3(!5 2!(2B2 2(3 - 0(!55 2(32 2(32

!-3 !-3 35!(!5 0(2B2 3(!5 !(232 2(53 - 0(-0 30(2 30(2

!-- !-- 35!(05B 0(0!-- 3(!5 (! 2( - 0(02 30(3B0 30(3B

!-5 !-5 35!(5 0(2- 3(!5 2(5-5 3( - 0(--3 2(2 2(2

!- !- 35!(23 0(00 3(!5 5(550 3(!5 - 0(!-5 2(03 2(0

Page 7: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 7/48

CALCULO DE DIAMETRO DE RED DE CONDUCCIÓN PRINCIPAL

PROYECTO: C$nstrucci6n .istema de A,ua P$tab)e 0- 1arri$s7 Distrit$ de Nue'$ Occ$r$ 8 "uanca'e)ica 8 "uanca'e)icaLOCALIDAD: 0- 1arri$sDISTRITO: Nue'$ Occ$r$PROINCIA: "uanca'e)icaDEPARTAMENTO: "uanca'e)ica

3.14

N PUNTO DIAMETROPRESIÓN

CALC ( ASUM ( LLEG. SAL. LLEG. SAL

(LTSEG

COTATERRENO PROG.(MTS) LONGITUD (JM) CAUDAL(L.P.S ) PENDIENTE (MJM)

HF 

(MTS)

COTA

PIEOMET.

!B5 !B5 3B!(5 0(0-- 3(!5 !2(0! 2(5 - 0(0! 5(-B- 5(-B

!B !B 3B2(0- 0(0BB 3(!5 2(-! 3(5 - 0(!2! 5(!53 5(!5

!BB !BB 3B!(52 0(00 3(!5 (25 3(0- - 0(!-5 5(5-3 5(5-

!B !B 3B!(B 0(02B 3(!5 !2(3 2(5 - 0(0- 5(!3 5(!3

!B !B 3B!(30 0(0B3 3(!5 0(3 -( - 0(!2! -(B2 -(B

!0 !0 3B0(0 0(!-- 3(!5 B(-02 2(B - 0(20 5(B2 5(B

!! !! 3B!(!! 0(020 3(!5 2(50 2(2 - 0(050 -(! -(

!2 !2 3B0(-B0 0(0-B! 3(!5 2-(2!B 2(33 - 0(05 (03B (03

!3 !3 3B0(B! 0(00! 3(!5 -(!- 3(3- - 0(!0 5(! 5(

!- !- 3(3 0(0B00 3(!5 25(- 2(3! - 0(!2 B(33 B(33

!5 !5 3(0 0(05-! 3(!5 !(-05 -(!B - 0(0B B(3!B B(3!

! ! 3(2! 0(03 3(!5 !0(0- 2(B - 0(!!5 B(-- B(-

!B !B 3B(! 0(!-0 3(!5 2(!-5 3(2 - 0(253 B(3 B(

! ! 3B(0! 0(!0! 3(!5 -(B- 3(25 - 0(323 (-25 (-2

! ! 3(!52 0(0!B 3(!5 !!B(05! !( - 0(032 (302 (30

!0 !0 3B(-0 0(03B! 3(!5 -(- 2(0- - 0(0B B(B B(B

!! !! 3B(!25 0(!- 3(!5 !(B25 -(00 - 0(2 B(B B(

!2 !2 35(B5 0(0-3 3(!5 2B(B20 2(2B - 0(0 (2-- (2-

!3 !3 3(2 0(03 3(!5 5(-2- 3(! - 0(! (5B (5

!- !- 35(!5 0(!5 3(!5 5(53 3(!5 - 0(35! (2 (2

!5 !5 3-(52B 0(!- 3(!5 3(B 3(3B - 0(2 (! (

! ! 33(-- 0(!05 3(!5 (- 2(0 - 0(!0 !0(5!- !0(5!

!B !B 33(5 0(000 3(!5 !(050 -(-2 - 0(!-- !0(2 !0(2

! ! 32(5! 0(!52 3(!5 (5 3(0- - 0(2 !!(0- !!(0-! ! 3!(2-0 0(!32! 3(!5 (0 2(! - 0(23B !2(0! !2(0

200 200 30(B2! 0(022 3(!5 (3! 3(0B - 0(!- !2(-2 !2(-

20! 20! 35(3 0(!03- 3(!5 !0(-5 2(BB - 0(! !3(35 !3(35

202 202 35(03 0(!! 3(!5 3(!2 3(5- - 0(3-- !3(!- !3(!

203 203 35(!5 0(053 3(!5 2(005 3(B - 0(!0B !3(3 !3(3

20- 20- 35(-B5 0(! 3(!5 !(5 -(0 - 0(35 !2(B!3 !2(B!

205 205 35(!5- 0(20-3 3(!5 !(5B! -(0B - 0(3B !2(B !2(

20 20 35(035 0(02B 3(!5 !(2- -(2- - 0(! !2(! !2(!

20B 20B 35(5- 0(053B 3(!5 !(50 -(!! - 0(0 !2(0- !2(0

20 20 35(53 0(00 3(!5 0(0! !0(3! - 0(!0 !2(- !2(-

20 20 35B(53 0(!305 3(!5 !0(-! 2(BB - 0(23- !3(2! !3(2

2!0 2!0 35!(-B 0(2-00 3(!5 25(520 2(3! - 0(-3! !(3! !(3!

2!! 2!! 350(5B 0(2003 3(!5 -(-3 3(30 - 0(30 !(- !(-

2!2 D*.TR*18 * 3-(22 0(!5 3(!5 (503 2( - 0(25 20(!0 20(!

LONG. TOTAL EN METROS

Page 8: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 8/48

CLA.E DE T1ER*A.

ER*E 20 CLA.E 5 R*E !3(3 CLA.E B( ER*E !0 CLA.E !0

H -I H -I H -I

5(3-

25(0-B

!0-(5-

3(52

3(-2

B(2!3

!0(5B0

!00(!!0

-(30

(B2

3(0B!

!0(-

!(B0

33(505

55(300

2!(!!

!B-(

20(--

!(25

-B(!0

!20(!

2(B!

B(35BB(-

53(-2

B(032

!0(B-!

-5(333

!03(5B

2(B2!

2(B-

3(-53

22(B3

!00(-05

!!B(!2

B!(-B

2(30

5(53!

B(!5!

B(-0

!!3(-B

B(0!5

B(B05

2(

-5(000

3(B5B

50(33

3(23(-0

3(05!

3(22

-0(-3!

-0(23

-(--

3(32

-(2

-0(3

B(-2

Page 9: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 9/48

CLA.E DE T1ER*A.

ER*E 20 CLA.E 5 R*E !3(3 CLA.E B( ER*E !0 CLA.E !0

!!5(55

55(33

53(B

2(

(05

!-(53!

B(3

25(B

(!0!

!(!!3

!!5(0-

3(B0

!(52

220(B5

!B(3-

2!2(32

B(B

3(23

2(0-

!-5(003

30(B

2(B0

50(5!

222(2002B(50-

B(B!2

!22(22

5(5

0(--

!-(

3(--

!(-B

20(03

2(3B0

5(2B!

25(30

3!(B5

-2(0-0

30(05

-0(05-

-(30

3(33

3!(5

B(53

-!(!

B(02B

B!(05

(B5-

!2!(3-(B0

5(2!B

35(!

!-(203

-(!

(-03

2B2(20

!-(--5

2-(B

0(0B

Page 10: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 10/48

CLA.E DE T1ER*A.

ER*E 20 CLA.E 5 R*E !3(3 CLA.E B( ER*E !0 CLA.E !0

--(0

B(5

0(B5B

2B(553

B(3!0

!--(55

2B(B0

-B(!!5

0(05

(5

5-(0

3(0

!-0(B

!0(0!

!B(-

3B(0

!-(3!

-(2B

3(3

!5(3

!-(0-

!05(35

B(0

!5(2!-!32(!3-

2(!

!03(3!

!!(B5

5(3-2

!(5

20-(32-

2(3

53(B!3

0(!

!30(53

2-0(0-

200(2B!

!5(BB2

1!3"3.3'# 1,0!."21 #.###1'2!,.001

TOTAL

Page 11: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 11/48

CALCLINEA DE CONDUCCIÓN COLICEO MULTIUSO DE HLo$%&t' Total 2"3#.1 *l. Ca'al +a

TRA+O LON-. CADAL (L..s.) DIA+.+ts. & * 0+000.00 0+005.93 CA4T.   - 1 5.93 3.147 0.008 3.139 3.143 0.960+005.93 0+030.98   1 - 2 25.05 3.147 0.033 3.11428 3.131 1.630+030.98 0+135.64   2 - 3 104.65 3.147 0.136 3.01079 3.079 1.820+135.64 0+219.16   3 - 4 83.53 3.147 0.109 3.03826 3.093 1.990+219.16 0+282.80   4 - 5 63.64 3.147 0.083 3.06411 3.105 2.380+282.80 0+380.02   5 - 6 97.21 3.147 0.126 3.02047 3.084 2.800+380.02 0+489.59   6 - 7 109.57 3.147 0.142 3.0044 3.076 1.880+489.59 0+589.70   7 - 8 100.11 3.147 0.13 3.0167 3.082 2.050+589.70 0+636.01   8 - 9 46.31 3.147 0.06 3.08664 3.117 1.590+636.01 0+735.79   9 - 10 99.78 3.147 0.13 3.01713 3.082 1.92

0+735.79 0+771.86   10 - 11 36.07 3.147 0.047 3.09995 3.123 1.980+771.86 0+880.54   11 - 12 108.68 3.147 0.141 3.00555 3.076 2.290+880.54 0+972.32   12 - 13 91.78 3.147 0.119 3.02753 3.087 2.580+972.32 1+005.83   13 - 14 33.51 3.147 0.044 3.10329 3.125 1.901+005.83 1+061.13   14 - 15 55.30 3.147 0.072 3.07495 3.111 2.251+061.13 1+082.29   15 - 16 21.16 3.147 0.028 3.11933 3.133 2.091+082.29 1+257.25   16 - 17 174.97 3.147 0.227 2.91939 3.033 2.301+257.25 1+463.70   17 - 18 206.45 3.147 0.268 2.87846 3.013 2.271+463.70 1+632.96   18 - 19 169.26 3.147 0.22 2.92681 3.037 2.491+632.96 1+680.15   19 - 20 47.19 3.147 0.061 3.0855 3.116 2.011+680.15 1+800.35   20 - 21 120.20 3.147 0.156 2.99059 3.069 2.461+800.35 1+863.02   21 - 22 62.67 3.147 0.081 3.06537 3.106 2.88

1+863.02 1+960.38   22 - 23 97.36 3.147 0.127 3.02028 3.084 3.141+960.38 2+047.87 .4R-   - 24 87.49 3.147 0.114 3.03311 3.09 1.572+047.87 2+101.35   24 - 25 53.48 3.147 0.07 3.07732 3.112 2.002+101.35 2+180.38   25 - 26 79.03 3.147 0.103 3.0441 3.095 2.312+180.38 2+290.12   26 - 27 109.74 3.147 0.143 3.00418 3.076 2.192+290.12 2+335.45   27 - 28 45.33 3.147 0.059 3.08791 3.117 2.082+335.45 2+439.11   28 - 29 103.66 3.147 0.135 3.01209 3.079 2.802+439.11 2+501.83   29 - 30 62.72 3.147 0.082 3.06531 3.106 2.082+501.83 2+531.63   30 - 31 29.79 3.147 0.039 3.10811 3.127 2.652+531.63 2+568.08   31 - 32 36.45 3.147 0.047 3.09945 3.123 2.072+568.08 2+590.86   32 - 33 22.78 3.147 0.03 3.11722 3.132 2.032+590.86 2+691.27   33 - 34 100.41 3.147 0.131 3.01632 3.082 2.72

2+691.27 2+809.08   34 - 35 117.81 3.147 0.153 2.99369 3.07 2.072+809.08 2+880.56   35 - 36 71.48 3.147 0.093 3.05392 3.1 2.152+880.56 2+962.95   36 - 37 82.39 3.147 0.107 3.03974 3.093 2.112+962.95 3+019.48   37 - 38 56.53 3.147 0.073 3.07335 3.11 2.203+019.48 3+097.63   38 - 39 78.15 3.147 0.102 3.04525 3.096 3.623+097.63 3+185.27   39 - 40 87.64 3.147 0.114 3.03291 3.09 2.273+185.27 3+298.75   40 - 41 113.48 3.147 0.148 2.99932 3.073 2.153+298.75 3+365.76   41 - 42 67.02 3.147 0.087 3.05972 3.103 3.203+365.76 3+433.47   42 - 43 67.71 3.147 0.088 3.05883 3.103 2.003+433.47 3+460.35   43 - 44 26.89 3.147 0.035 3.11189 3.129 1.42

Page 12: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 12/48

3+460.35 3+505.35   44 - 45 45.00 3.147 0.059 3.08834 3.118 1.543+505.35 3+569.11   45 - 46 63.76 3.147 0.083 3.06396 3.105 1.973+569.11 3+619.94   46 - 47 50.83 3.147 0.066 3.08076 3.114 2.963+619.94 3+656.77   47 - 48 36.83 3.147 0.048 3.09897 3.123 2.533+656.77 3+720.23   48 - 49 63.46 3.147 0.082 3.06434 3.106 2.013+720.23 3+803.28   49 - 50 83.05 3.147 0.108 3.03888 3.093 3.643+803.28 3+839.56   50 - 51 36.28 3.147 0.047 3.09968 3.123 1.88

3+839.56 3+879.99   51 - 52 40.43 3.147 0.053 3.09428 3.121 2.853+879.99 3+920.23   52 - 53 40.24 3.147 0.052 3.09453 3.121 2.193+920.23 3+967.18   53 - 54 46.94 3.147 0.061 3.08582 3.116 3.983+967.18 4+030.57   54 - 55 63.39 3.147 0.082 3.06443 3.106 1.754+030.57 4+079.49   55 - 56 48.93 3.147 0.064 3.08324 3.115 2.274+079.49 4+120.18   56 - 57 40.68 3.147 0.053 3.09395 3.12 2.214+120.18 4+199.64   57 - 58 79.46 3.147 0.103 3.04354 3.095 3.154+199.64 4+236.17   58 - 59 36.53 3.147 0.047 3.09935 3.123 2.044+236.17 4+274.87   59 - 60 38.70 3.147 0.05 3.09654 3.122 2.264+274.87 4+308.03   60 - 61 33.17 3.147 0.043 3.10372 3.125 1.714+308.03 4+438.75   61 - 62 130.71 3.147 0.17 2.97692 3.062 1.994+438.75 4+530.81   62 - 63 92.06 3.147 0.12 3.02716 3.087 2.82

4+530.81 4+579.58   63 - 64 48.77 3.147 0.063 3.08344 3.115 1.844+579.58 4+685.30   64 - 65 105.72 3.147 0.137 3.00941 3.078 2.354+685.30 4+753.21   65 - 66 67.91 3.147 0.088 3.05856 3.103 2.844+753.21 4+919.48   66 - 67 166.26 3.147 0.216 2.9307 3.039 2.174+919.48 4+980.20   67 - 68 60.73 3.147 0.079 3.0679 3.107 2.434+980.20 5+184.65   68 - 69 204.45 3.147 0.266 2.88106 3.014 3.565+184.65 5+255.76   69 - 70 71.11 3.147 0.092 3.0544 3.101 3.335+255.76 5+312.71   70 - 71 56.95 3.147 0.074 3.07281 3.11 1.995+312.71 5+352.79   71 - 72 40.08 3.147 0.052 3.09474 3.121 1.555+352.79 5+407.83   72 - 73 55.04 3.147 0.072 3.07529 3.111 4.485+407.83 5+499.94   73 - 74 92.12 3.147 0.12 3.02709 3.087 2.105+499.94 5+579.79   74 - 75 79.85 3.147 0.104 3.04304 3.095 2.34

5+579.79 5+626.41   75 - 76 46.62 3.147 0.061 3.08624 3.117 1.915+626.41 5+800.54   76 - 77 174.13 3.147 0.226 2.92047 3.034 2.445+800.54 5+885.47   77 - 78 84.93 3.147 0.11 3.03644 3.092 2.495+885.47 5+935.54   78 - 79 50.07 3.147 0.065 3.08176 3.114 2.115+935.54 6+050.82   79 - 80 115.29 3.147 0.15 2.99697 3.072 2.386+050.82 6+131.14   80 - 81 80.32 3.147 0.104 3.04243 3.095 2.286+131.14 6+206.13   81 - 82 74.99 3.147 0.097 3.04935 3.098 2.656+206.13 6+349.78   82 - 83 143.65 3.147 0.187 2.9601 3.053 2.376+349.78 6+392.38   83 - 84 42.61 3.147 0.055 3.09145 3.119 2.076+392.38 6+436.93   84 - 85 44.54 3.147 0.058 3.08894 3.118 2.156+436.93 6+490.46   85 - 86 53.53 3.147 0.07 3.07725 3.112 3.176+490.46 6+606.12   86 - 87 115.66 3.147 0.15 2.99649 3.072 5.16

6+606.12 6+661.95   87 - 88 55.83 3.147 0.073 3.07426 3.111 2.736+661.95 6+715.75   88 - 89 53.80 3.147 0.07 3.0769 3.112 2.126+715.75 6+742.65   89 - 90 26.90 3.147 0.035 3.11188 3.129 1.946+742.65 6+810.70   90 - 91 68.06 3.147 0.088 3.05837 3.103 2.616+810.70 6+960.23   91 - 92 149.53 3.147 0.194 2.95245 3.05 2.826+960.23 7+039.87   92 - 93 79.64 3.147 0.104 3.04331 3.095 2.767+039.87 7+065.84   93 - 94 25.97 3.147 0.034 3.11309 3.13 1.457+065.84 7+134.94   94 - 95 69.10 3.147 0.09 3.05701 3.102 3.057+134.94 7+226.05   95 - 96 91.11 3.147 0.118 3.0284 3.088 2.117+226.05 7+341.12   96 - 97 115.06 3.147 0.15 2.99726 3.072 2.02

Page 13: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 13/48

7+341.12 7+380.79   97 - 98 39.67 3.147 0.052 3.09527 3.121 1.707+380.79 7+580.32   98 - 99 199.53 3.147 0.259 2.88745 3.017 2.607+580.32 7+801.07   99 - 100 220.76 3.147 0.287 2.85986 3 2.287+801.07 7+988.42   100 - 101 187.35 3.147 0.244 2.90329 3.025 2.947+988.42 8+200.78   101 - 102 212.36 3.147 0.276 2.87077 3.009 2.518+200.78 8+280.57   102 - 103 79.79 3 .147 0.104 3.04312 3.095 2.178+280.57 8+374.19   103 - 104 93.62 3 .147 0.122 3.02513 3.086 2.80

8+374.19 8+436.28   104 - 105 62.08 3 .147 0.081 3.06613 3.106 3.928+436.28 8+581.28   105 - 106 145.00 3.147 0.189 2.95834 3.053 2.598+581.28 8+611.96   106 - 107 30.68 3.147 0.04 3.10696 3.127 1.868+611.96 8+641.63   107 - 108 29.67 3 .147 0.039 3.10827 3.128 2.458+641.63 8+692.15   108 - 109 50.52 3 .147 0.066 3.08117 3.114 2.148+692.15 8+914.35   109 - 110 222.20 3.147 0.289 2.85798 3 3.068+914.35 8+941.85   110 - 111 27.50 3 .147 0.036 3.11109 3.129 2.058+941.85 9+018.56   111 - 112 76.71 3.147 0.1 3.04712 3.097 3.169+018.56 9+140.79   112 - 113 122.23 3.147 0.159 2.98795 3.067 2.389+140.79 9+199.45   113 - 114 58.66 3 .147 0.076 3.07059 3.109 4.339+199.45 9+279.89   114 - 115 80.45 3 .147 0.105 3.04226 3.095 2.349+279.89 9+429.58   115 - 116 149.69 3 .147 0.195 2.95225 3.05 2.69

9+429.58 9+468.52   116 - 117 38.94 3 .147 0.051 3.09622 3.122 2.429+468.52 9+485.00   117 - 118 16.48 3 .147 0.021 3.12542 3.136 1.569+485.00 9+505.09   118 - 119 20.08 3 .147 0.026 3.12073 3.134 1.529+505.09 9+533.46   119 - 120 28.37 3 .147 0.037 3.10996 3.128 1.759+533.46 9+589.73   120 - 121 56.27 3.147 0.073 3.07369 3.11 1.999+589.73 9+615.36   121 - 122 25.63 3.147 0.033 3.11352 3.13 2.569+615.36 9+647.03   122 - 123 31.68 3 .147 0.041 3.10567 3.126 2.069+647.03 9+689.07   123 - 124 42.04 3.147 0.055 3.09219 3.12 2.469+689.07 9+719.68   124 - 125 30.60 3.147 0.04 3.10706 3.127 1.719+719.68 9+759.73   125 - 126 40.05 3 .147 0.052 3.09477 3.121 2.069+759.73 9+809.04   126 - 127 49.31 3 .147 0.064 3.08274 3.115 3.009+809.04 9+848.43   127 - 128 39.39 3 .147 0.051 3.09563 3.121 2.18

9+848.43 9+880.02   128 - 129 31.59 3 .147 0.041 3.10578 3.126 2.589+880.02 9+959.87   129 - 130 79.85 3 .147 0.104 3.04303 3.095 2.589+959.87 10+001.56   130 - 131 41.69 3.147 0.054 3.09264 3.12 2.24

10+001.56 10+088.59   131 - 132 87.03 3.147 0.113 3.03371 3.09 1.8910+088.59 10+160.50   132 - 133 71.91 3.147 0.093 3.05337 3.1 3.7810+160.50 10+227.25   133 - 134 66.75 3 .147 0.087 3.06006 3.103 2.2410+227.25 10+348.88   134 - 135 121.63 3.147 0.158 2.98872 3.068 2.9810+348.88 10+415.66   135 - 136 66.78 3 .147 0.087 3.06003 3.103 2.1910+415.66 10+500.88   136 - 137 85.22 3 .147 0.111 3.03606 3.091 2.2510+500.88 10+536.08   137 - 138 35.20 3 .147 0.046 3.10109 3.124 1.4810+536.08 10+550.28   138 - 139 14.20 3 .147 0.018 3.12838 3.138 1.3610+550.28 10+598.45   139 - 140 48.17 3 .147 0.063 3.08423 3.116 2.60

10+598.45 10+684.85   140 - 141 86.40 3 .147 0.112 3.03452 3.091 2.3910+684.85 10+957.77   141 - 142 272.92 3.147 0.355 2.79205 2.969 2.5310+957.77 10+972.22   142 - 143 14.44 3 .147 0.019 3.12806 3.137 2.8610+972.22 11+219.01   143 - 144 246.80 3.147 0.321 2.826 2.986 3.6911+219.01 11+299.92   144 - 145 80.91 3 .147 0.105 3.04166 3.094 3.1511+299.92 11+360.63   145 - 146 60.71 3 .147 0.079 3.06793 3.107 2.4711+360.63 11+459.40   146 - 147 98.77 3 .147 0.128 3.01844 3.083 3.5911+459.40 11+559.38   147 - 148 99.98 3.147 0.13 3.01687 3.082 2.5211+559.38 11+599.86   148 - 149 40.48 3 .147 0.053 3.09421 3.121 2.7711+599.86 11+640.27   149 - 150 40.41 3 .147 0.053 3.09431 3.121 1.98

Page 14: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 14/48

11+640.27 11+740.33   150 - 151 100.06 3 .147 0.13 3.01676 3.082 2.9411+740.33 11+820.51   151 - 152 80.18 3 .147 0.104 3.04261 3.095 3.2711+820.51 11+880.22   152 - 153 59.72 3 .147 0.078 3.06921 3.108 2.0811+880.22 12+095.51   153 - 154 215.29 3 .147 0.28 2.86697 3.007 2.4012+095.51 12+132.55   154 - 155 37.04 3 .147 0.048 3.09869 3.123 1.6012+132.55 12+199.11   155 - 156 66.56 3 .147 0.087 3.06031 3.104 1.9312+199.11 12+229.40   156 - 157 30.29 3 .147 0.039 3.10747 3.127 1.77

12+229.40 12+282.95   157 - 158 53.55 3.147 0.07 3.07723 3.112 2.4212+282.95 12+292.13   158 - 159 9.19 3.147 0.012 3.1349 3.141 1.2912+292.13 12+350.94   159 - 160 58.81 3 .147 0.076 3.07039 3.109 2.7412+350.94 12+454.20   160 - 161 103.26 3.147 0.134 3.0126 3.08 3.2912+454.20 12+507.09   161 - 162 52.89 3 .147 0.069 3.07809 3.112 2.2812+507.09 12+680.13   162 - 163 173.04 3 .147 0.225 2.9219 3.034 2.4312+680.13 12+770.11   163 - 164 89.99 3 .147 0.117 3.02986 3.088 3.3012+770.11 12+838.92   164 - 165 68.80 3.147 0.089 3.0574 3.102 2.1012+838.92 12+900.00   165 - 166 61.08 3 .147 0.079 3.06743 3.107 2.5112+900.00 12+944.00   166 - 167 44.00 3 .147 0.057 3.08964 3.118 2.5612+944.00 12+986.62   167 - 168 42.62 3 .147 0.055 3.09144 3.119 4.0512+986.62 13+040.86   168 - 169 54.24 3 .147 0.071 3.07633 3.112 3.17

13+040.86 13+135.72   169 - 170 94.86 3 .147 0.123 3.02352 3.085 3.4113+135.72 13+148.06   170 - 171 12.34 3.147 0.016 3.1308 3.139 2.0213+148.06 13+188.89   171 - 172 40.83 3.147 0.053 3.09377 3.12 2.3313+188.89 13+204.31   172 - 173 15.42 3.147 0.02 3.1268 3.137 2.4213+204.31 13+249.19   173 - 174 44.88 3.147 0.058 3.0885 3.118 2.6513+249.19 13+316.84   174 - 175 67.66 3 .147 0.088 3.05889 3.103 3.5813+316.84 13+397.60   175 - 176 80.76 3 .147 0.105 3.04186 3.094 3.0413+397.60 13+425.15   176 - 177 27.55 3 .147 0.036 3.11102 3.129 2.6513+425.15 13+492.46   177 - 178 67.31 3 .147 0.088 3.05934 3.103 4.8913+492.46 13+637.02   178 - 179 144.56 3.147 0.188 2.95892 3.053 2.9713+637.02 13+664.99   179 - 180 27.97 3 .147 0.036 3.11048 3.129 2.2813+664.99 13+712.11   180 - 181 47.11 3 .147 0.061 3.08559 3.116 2.33

13+712.11 13+772.16   181 - 182 60.06 3 .147 0.078 3.06877 3.108 3.3413+772.16 13+842.12   182 - 183 69.96 3.147 0.091 3.0559 3.101 2.3113+842.12 13+896.21   183 - 184 54.09 3.147 0.07 3.07653 3.112 4.1713+896.21 13+960.10   184 - 185 63.89 3 .147 0.083 3.06379 3.105 2.7913+960.10 14+100.89   185 - 186 140.79 3.147 0.183 2.96382 3.055 3.8214+100.89 14+280.98   186 - 187 180.09 3 .147 0.234 2.91272 3.03 3.2514+280.98 14+298.84   187 - 188 17.86 3 .147 0.023 3.12362 3.135 1.6914+298.84 14+335.94   188 - 189 37.10 3 .147 0.048 3.09862 3.123 2.0414+335.94 14+500.57   189 - 190 164.63 3 .147 0.214 2.93282 3.04 4.0014+500.57 14+549.85   190 - 191 49.28 3 .147 0.064 3.08278 3.115 2.2714+549.85 14+643.69   191 - 192 93.84 3 .147 0.122 3.02486 3.086 3.1614+643.69 14+839.32   192 - 193 195.64 3 .147 0.254 2.89252 3.02 3.15

14+839.32 15+003.93   193 - 194 164.60 3 .147 0.214 2.93286 3.04 3.3715+003.93 15+109.86   194 - 195 105.94 3.147 0.138 3.00913 3.078 2.8015+109.86 15+189.85   195 - 196 79.99 3 .147 0.104 3.04286 3.095 4.4215+189.85 15+349.07   196 - 197 159.21 3.147 0.207 2.93986 3.043 3.0415+349.07 15+481.20   197 - 198 132.13 3.147 0.172 2.97507 3.061 2.8115+481.20 15+563.37   198 - 199 82.17 3 .147 0.107 3.04002 3.093 3.0715+563.37 15+666.76   199 - 200 103.39 3 .147 0.134 3.01243 3.08 2.7715+666.76 15+858.55   200 - 201 191.80 3.147 0.249 2.89751 3.022 3.5415+858.55 15+917.90   201 - 202 59.34 3.147 0.077 3.0697 3.108 3.8715+917.90 16+117.76   202 - 203 199.87 3 .147 0.26 2.88702 3.017 4.06

Page 15: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 15/48

16+117.76 16+322.09   203 - 204 204.32 3.147 0.266 2.88122 3.014 4.0716+322.09 16+414.77   204 - 205 92.68 3.147 0.12 3.02635 3.087 4.2416+414.77 16+468.48   205 - 206 53.71 3.147 0.07 3.07702 3.112 4.1116+468.48 16+529.36   206 - 207 60.88 3.147 0.079 3.0677 3.107 10.3116+529.36 16+659.90   207 - 208 130.54 3 .147 0.17 2.97714 3.062 2.7716+659.90 16+866.95   208 - 209 207.05 3.147 0.269 2.87768 3.012 2.2416+866.95 17+100.22   209 - 210 233.27 3.147 0.303 2.84359 3 3.40

17+100.22 17+258.99   210 - 211 158.77 3.147 0.206 2.94044 3.044 2.8917+258.99 17+282.18   211 - 212 23.19 2.346 0.03 2.31552 2.331 1.6317+282.18 17+357.94   212 - 213 75.76 2 .346 0.098 2.24716 2.296 2.4217+357.94 17+490.93   213 - 214 132.99 2.346 0.173 2.17277 2.259 1.6617+490.93 17+579.17   214 - 215 88.24 0 .617 0.115 0.50182 0.559 1.0017+579.17 17+811.48   215 - 216 232.31 0.617 0.302 0.31454 0.466 1.6117+811.48 17+876.41   216 - 217 64.93 0 .617 0.084 0.53212 0.574 1.1217+876.41 18+112.59   217 - 218 236.18 0.617 0.307 0.30951 0.463 1.3518+112.59 18+318.22   218 - 219 205.63 0.617 0.267 0.34922 0.483 1.1518+318.22 18+482.14   219 - 220 163.93 0 .617 0.213 0.40343 0.51 0.8518+482.14 18+696.36   220 - 221 214.22 0.617 0.278 0.33805 0.477 0.8718+696.36 18+854.92   221 - 222 158.56 0.617 0.206 0.41041 0.513 0.94

18+854.92 18+917.49   222 - 223 62.57 0.617 0.081 0.5352 0.576 0.8318+917.49 19+149.06   223 - 224 231.57 0.617 0.301 0.31549 0.466 0.8519+149.06 19+178.42   224 - 225 29.35 0 .617 0.038 0.57838 0.597 0.7719+178.42 19+231.61   225 - 226 53.19 0 .617 0.069 0.54739 0.582 0.93

ES LA PR!RES"#A PARA C$PARAR LAS PRES"%ES   #"E%E &EL CALC'L &E C%&'CC"% ('E%S A"RES ES CORRECTO LA CO4ROBACION

Page 16: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 16/48

LO DE LINEA DE CONDUCCION DE AGUANCAVELICA   &)AC"*% CCR,L44

  ,&*o Horar&o 3.1"6! L..s. Ca'al $&tar&o 0.0013 L..s./*l.0.0031" +ts./Se%.

DIA+. S COTA TERRENO COTA 4IE7O+. 4RESIONES8* */s 9 +ts. I$&8&o :&$al I$&8&o :&$al I$&8&o :&$al4 0.40066751   1935.63   0.01 3900.78 3889.29 3901.13 3901.12 0.35 11.!34 0.40066751   141.05   0.04 3889.29 3885.76 3901.12 3901.07 11.!3 15.314 0.40066751   81.30   0.19 3885.76 3877.25 3901.07 3900.89 15.31 23.634 0.40066751   52.30   0.15 3877.25 3872.89 3900.89 3900.74 23.63 2.!54 0.40066751   22.05   0.11 3872.89 3871.48 3900.74 3900.62 2.!5 2#.1"4 0.40066751   -9.89   0.17 3871.48 3872.44 3900.62 3900.45 2#.1" 2!.004 0.40066751   69.78   0.20 3872.44 3864.80 3900.45 3900.25 2!.00 35."54 0.40066751   45.52   0.18 3864.80 3860.24 3900.25 3900.07 35."5 3#.!34 0.40066751   156.90   0.08 3860.24 3852.97 3900.07 3899.99 3#.!3 ".014 0.40066751   62.51   0.18 3852.97 3846.74 3899.99 3899.81 ".01 53.0

4 0.40066751   53.64   0.06 3846.74 3844.80 3899.81 3899.74 53.0 5".#"4 0.40066751   26.44   0.20 3844.80 3841.93 3899.74 3899.55 5".#" 5.624 0.40066751   -14.85   0.16 3841.93 3843.29 3899.55 3899.38 5.62 56.0#4 0.40066751   65.66   0.06 3843.29 3841.09 3899.38 3899.32 56.0# 5!.234 0.40066751   29.13   0.10 3841.09 3839.48 3899.32 3899.22 5!.23 5#."4 0.40066751   -41.07   0.04 3839.48 3840.35 3899.22 3899.19 5#." 5!.!"4 0.40066751   25.82   0.31 3840.35 3835.83 3899.19 3898.87 5!.!" 63.0"4 0.40066751   27.44   0.37 3835.83 3830.17 3898.87 3898.50 63.0" 6!.334 0.40066751   17.68   0.30 3830.17 3827.18 3898.50 3898.20 6!.33 1.024 0.40066751   50.69   0.08 3827.18 3824.78 3898.20 3898.11 1.02 3.334 0.40066751   18.60   0.22 3824.78 3822.55 3898.11 3897.90 3.33 5.354 0.40066751   -8.65   0.11 3822.55 3823.09 3897.90 3897.78 5.35 ".0

4 0.40066751   5.65   0.17 3823.09 3822.54 3897.78 3897.61 ".0 5.04 0.40066751   -169.15   0.16 3822.54 3837.34 3897.61 3897.45 5.0 60.114 0.40066751   -51.66   0.10 3837.34 3840.10 3897.45 3897.36 60.11 5.264 0.40066751   -25.14   0.14 3840.10 3842.09 3897.36 3897.21 5.26 55.134 0.40066751   -32.96   0.20 3842.09 3845.71 3897.21 3897.02 55.13 51.314 0.40066751   42.24   0.08 3845.71 3843.79 3897.02 3896.94 51.31 53.154 0.40066751   9.96   0.19 3843.79 3842.76 3896.94 3896.75 53.15 53.##4 0.40066751   -42.03   0.11 3842.76 3845.39 3896.75 3896.64 53.## 51.2"4 0.40066751   12.92   0.05 3845.39 3845.01 3896.64 3896.58 51.2" 51.5!4 0.40066751   -43.23   0.07 3845.01 3846.59 3896.58 3896.52 51.5! "#.#34 0.40066751   47.67   0.04 3846.59 3845.50 3896.52 3896.48 "#.#3 50.#!4 0.40066751   -11.33   0.18 3845.50 3846.64 3896.48 3896.30 50.#! "#.66

4 0.40066751   -43.54   0.21 3846.64 3851.77 3896.30 3896.09 "#.66 "".324 0.40066751   -35.89   0.13 3851.77 3854.33 3896.09 3895.96 "".32 "1.634 0.40066751   -39.12   0.15 3854.33 3857.55 3895.96 3895.81 "1.63 3!.264 0.40066751   32.07   0.10 3857.55 3855.74 3895.81 3895.71 3!.26 3#.#4 0.40066751   -2.80   0.14 3855.74 3855.96 3895.71 3895.57 3#.# 3#.614 0.40066751   27.35   0.16 3855.96 3853.56 3895.57 3895.41 3#.61 "1.!54 0.40066751   -36.50   0.20 3853.56 3857.71 3895.41 3895.21 "1.!5 3.504 0.40066751   5.16   0.12 3857.71 3857.36 3895.21 3895.09 3.50 3.34 0.40066751   -52.01   0.12 3857.36 3860.88 3895.09 3894.96 3.3 3".0!4 0.40066751   272.13   0.05 3860.88 3853.56 3894.96 3894.92 3".0! "1.35

Page 17: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 17/48

4 0.40066751   -182.93   0.08 3853.56 3861.80 3894.92 3894.84 "1.35 33.0"4 0.40066751   55.60   0.11 3861.80 3858.25 3894.84 3894.72 33.0" 36."4 0.40066751   7.53   0.09 3858.25 3857.87 3894.72 3894.63 36." 36.64 0.40066751   -16.32   0.07 3857.87 3858.47 3894.63 3894.56 36.6 36.104 0.40066751   -50.02   0.11 3858.47 3861.64 3894.56 3894.45 36.10 32.!14 0.40066751   2.72   0.15 3861.64 3861.42 3894.45 3894.30 32.!1 32.!!4 0.40066751   69.95   0.07 3861.42 3858.88 3894.30 3894.24 32.!! 35.36

4 0.40066751   9.13   0.07 3858.88 3858.51 3894.24 3894.16 35.36 35.654 0.40066751   -33.30   0.07 3858.51 3859.85 3894.16 3894.09 35.65 3".2"4 0.40066751   1.77   0.08 3859.85 3859.77 3894.09 3894.01 3".2" 3".2"4 0.40066751   -98.26   0.11 3859.77 3866.00 3894.01 3893.89 3".2" 2.#04 0.40066751   27.57   0.09 3866.00 3864.65 3893.89 3893.80 2.#0 2#.164 0.40066751   -31.49   0.07 3864.65 3865.93 3893.80 3893.73 2#.16 2.!04 0.40066751   -5.52   0.14 3865.93 3866.37 3893.73 3893.59 2.!0 2.224 0.40066751   46.26   0.07 3866.37 3864.68 3893.59 3893.52 2.22 2!.!54 0.40066751   -28.53   0.07 3864.68 3865.78 3893.52 3893.45 2!.!5 2.64 0.40066751   112.39   0.06 3865.78 3862.05 3893.45 3893.39 2.6 31.3"4 0.40066751   -52.45   0.23 3862.05 3868.91 3893.39 3893.16 31.3" 2".254 0.40066751   -9.58   0.17 3868.91 3869.79 3893.16 3892.99 2".25 23.20

4 0.40066751   78.47   0.09 3869.79 3865.96 3892.99 3892.91 23.20 26.#"4 0.40066751   23.16   0.19 3865.96 3863.51 3892.91 3892.72 26.#" 2#.204 0.40066751   -9.28   0.12 3863.51 3864.14 3892.72 3892.59 2#.20 2!."54 0.40066751   -34.37   0.30 3864.14 3869.86 3892.59 3892.30 2!."5 22.""4 0.40066751   19.84   0.11 3869.86 3868.65 3892.30 3892.19 22."" 23.534 0.40066751   3.04   0.37 3868.65 3868.03 3892.19 3891.82 23.53 23.#4 0.40066751   -4.22   0.13 3868.03 3868.33 3891.82 3891.69 23.# 23.364 0.40066751   52.61   0.10 3868.33 3865.34 3891.69 3891.59 23.36 26.264 0.40066751   178.50   0.07 3865.34 3858.18 3891.59 3891.52 26.26 33.3"4 0.40066751   -0.98   0.10 3858.18 3858.24 3891.52 3891.42 33.3" 33.1!4 0.40066751   40.10   0.17 3858.24 3854.54 3891.42 3891.25 33.1! 36.14 0.40066751   -23.78   0.14 3854.54 3856.44 3891.25 3891.11 36.1 3".6

4 0.40066751   -64.67   0.08 3856.44 3859.46 3891.11 3891.03 3".6 31.54 0.40066751   -19.23   0.31 3859.46 3862.80 3891.03 3890.71 31.5 2.#14 0.40066751   -17.42   0.15 3862.80 3864.28 3890.71 3890.56 2.#1 26.2!4 0.40066751   39.45   0.09 3864.28 3862.31 3890.56 3890.47 26.2! 2!.164 0.40066751   -21.69   0.21 3862.31 3864.81 3890.47 3890.26 2!.16 25."64 0.40066751   27.34   0.14 3864.81 3862.61 3890.26 3890.12 25."6 2.514 0.40066751   -13.03   0.13 3862.61 3863.59 3890.12 3889.99 2.51 26."04 0.40066751   22.53   0.26 3863.59 3860.35 3889.99 3889.73 26."0 2#.34 0.40066751   -43.91   0.08 3860.35 3862.22 3889.73 3889.65 2#.3 2."34 0.40066751   36.21   0.08 3862.22 3860.61 3889.65 3889.57 2."3 2!.#64 0.40066751   -5.38   0.10 3860.61 3860.90 3889.57 3889.48 2!.#6 2!.5!4 0.40066751   0.49   0.21 3860.90 3860.84 3889.48 3889.27 2!.5! 2!."3

4 0.40066751   -11.21   0.10 3860.84 3861.47 3889.27 3889.17 2!."3 2.04 0.40066751   39.00   0.10 3861.47 3859.37 3889.17 3889.07 2.0 2#.04 0.40066751   -59.97   0.05 3859.37 3860.98 3889.07 3889.02 2#.0 2!.0"4 0.40066751   13.96   0.12 3860.98 3860.03 3889.02 3888.90 2!.0" 2!.!4 0.40066751   -9.46   0.27 3860.03 3861.45 3888.90 3888.63 2!.! 2.1!4 0.40066751   -10.61   0.14 3861.45 3862.29 3888.63 3888.49 2.1! 26.204 0.40066751   247.97   0.05 3862.29 3855.85 3888.49 3888.44 26.20 32.5#4 0.40066751   6.45   0.12 3855.85 3855.41 3888.44 3888.32 32.5# 32.#14 0.40066751   39.96   0.16 3855.41 3851.77 3888.32 3888.15 32.#1 36.3#4 0.40066751   -48.93   0.21 3851.77 3857.40 3888.15 3887.95 36.3# 30.55

Page 18: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 18/48

4 0.40066751   -115.55   0.07 3857.40 3861.98 3887.95 3887.88 30.55 25.#04 0.40066751   -14.29   0.36 3861.98 3864.83 3887.88 3887.52 25.#0 22.6#4 0.40066751   -27.23   0.40 3864.83 3870.84 3887.52 3887.12 22.6# 16.2!4 0.40066751   -7.80   0.34 3870.84 3872.31 3887.12 3886.79 16.2! 1"."!4 0.40066751   -16.74   0.38 3872.31 3875.86 3886.79 3886.40 1"."! 10.5"4 0.40066751   -34.58   0.14 3875.86 3878.62 3886.40 3886.26 10.5" .6"4 0.40066751   -9.79   0.17 3878.62 3879.54 3886.26 3886.09 .6" 6.56

4 0.40066751   -1.88   0.11 3879.54 3879.65 3886.09 3885.98 6.56 6.334 0.40066751   -14.52   0.26 3879.65 3881.76 3885.98 3885.72 6.33 3.#64 0.40066751   73.67   0.06 3881.76 3879.50 3885.72 3885.67 3.#6 6.14 0.40066751   -18.91   0.05 3879.50 3880.06 3885.67 3885.61 6.1 5.554 0.40066751   37.27   0.09 3880.06 3878.18 3885.61 3885.52 5.55 .354 0.40066751   6.39   0.40 3878.18 3876.76 3885.52 3885.12 .35 !.34 0.40066751   -45.78   0.05 3876.76 3878.02 3885.12 3885.07 !.3 .064 0.40066751   -5.48   0.14 3878.02 3878.44 3885.07 3884.94 .06 6.504 0.40066751   21.79   0.22 3878.44 3875.77 3884.94 3884.72 6.50 !.#"4 0.40066751   1.16   0.11 3875.77 3875.70 3884.72 3884.61 !.#" !.#14 0.40066751   23.69   0.14 3875.70 3873.80 3884.61 3884.47 !.#1 10.64 0.40066751   12.01   0.27 3873.80 3872.00 3884.47 3884.20 10.6 12.20

4 0.40066751   20.00   0.07 3872.00 3871.22 3884.20 3884.13 12.20 12.#14 0.40066751   -176.17   0.03 3871.22 3874.12 3884.13 3884.10 12.#1 #.#4 0.40066751   196.19   0.04 3874.12 3870.18 3884.10 3884.06 #.# 13.!!4 0.40066751   99.89   0.05 3870.18 3867.35 3884.06 3884.01 13.!! 16.664 0.40066751   52.42   0.10 3867.35 3864.40 3884.01 3883.91 16.66 1#.514 0.40066751   15.29   0.05 3864.40 3864.01 3883.91 3883.86 1#.51 1#.!64 0.40066751   -44.48   0.06 3864.01 3865.42 3883.86 3883.81 1#.!6 1!.3#4 0.40066751   18.46   0.08 3865.42 3864.64 3883.81 3883.73 1!.3# 1#.0#4 0.40066751   112.40   0.05 3864.64 3861.20 3883.73 3883.68 1#.0# 22."!4 0.40066751   44.66   0.07 3861.20 3859.41 3883.68 3883.60 22."! 2".1#4 0.40066751   7.02   0.09 3859.41 3859.07 3883.60 3883.52 2".1# 2"."54 0.40066751   33.48   0.07 3859.07 3857.75 3883.52 3883.45 2"."5 25.0

4 0.40066751   -14.78   0.06 3857.75 3858.21 3883.45 3883.39 25.0 25.14 0.40066751   14.83   0.14 3858.21 3857.03 3883.39 3883.25 25.1 26.224 0.40066751   -29.48   0.07 3857.03 3858.26 3883.25 3883.17 26.22 2".#14 0.40066751   67.74   0.16 3858.26 3852.36 3883.17 3883.01 2".#1 30.654 0.40066751   2.27   0.13 3852.36 3852.20 3883.01 3882.89 30.65 30.6!4 0.40066751   29.77   0.12 3852.20 3850.21 3882.89 3882.77 30.6! 32.554 0.40066751   -7.32   0.22 3850.21 3851.10 3882.77 3882.55 32.55 31.""4 0.40066751   32.96   0.12 3851.10 3848.90 3882.55 3882.43 31."" 33.524 0.40066751   -28.96   0.15 3848.90 3851.37 3882.43 3882.27 33.52 30.#04 0.40066751   -227.88   0.06 3851.37 3859.39 3882.27 3882.21 30.#0 22.!24 0.40066751   347.53   0.03 3859.39 3854.46 3882.21 3882.19 22.!2 2.34 0.40066751   14.10   0.09 3854.46 3853.78 3882.19 3882.10 2.3 2!.32

4 0.40066751   -21.27   0.16 3853.78 3855.62 3882.10 3881.94 2!.32 26.334 0.40066751   16.23   0.49 3855.62 3851.19 3881.94 3881.45 26.33 30.24 0.40066751   8.86   0.03 3851.19 3851.06 3881.45 3881.43 30.2 30.34 0.40066751   -2.54   0.44 3851.06 3851.69 3881.43 3880.98 30.3 2#.304 0.40066751   5.55   0.15 3851.69 3851.24 3880.98 3880.84 2#.30 2#.604 0.40066751   -18.09   0.11 3851.24 3852.33 3880.84 3880.73 2#.60 2!."04 0.40066751   2.92   0.18 3852.33 3852.05 3880.73 3880.55 2!."0 2!.514 0.40066751   -16.56   0.18 3852.05 3853.70 3880.55 3880.37 2!.51 26.64 0.40066751   -10.35   0.07 3853.70 3854.12 3880.37 3880.30 26.6 26.1!4 0.40066751   -53.78   0.07 3854.12 3856.29 3880.30 3880.23 26.1! 23.#3

Page 19: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 19/48

4 0.40066751   7.77   0.18 3856.29 3855.52 3880.23 3880.05 23.#3 2".534 0.40066751   4.60   0.14 3855.52 3855.15 3880.05 3879.90 2".53 2".64 0.40066751   42.53   0.11 3855.15 3852.61 3879.90 3879.80 2".6 2.1#4 0.40066751   -20.90   0.39 3852.61 3857.11 3879.80 3879.41 2.1# 22.304 0.40066751   -151.59   0.07 3857.11 3862.72 3879.41 3879.34 22.30 16.624 0.40066751   -62.02   0.12 3862.72 3866.85 3879.34 3879.22 16.62 12.34 0.40066751   94.10   0.05 3866.85 3864.00 3879.22 3879.17 12.3 15.1

4 0.40066751   20.00   0.10 3864.00 3862.93 3879.17 3879.07 15.1 16.1"4 0.40066751   -437.68   0.02 3862.93 3866.95 3879.07 3879.06 16.1" 12.114 0.40066751   -11.00   0.11 3866.95 3867.60 3879.06 3878.95 12.11 11.354 0.40066751   4.48   0.19 3867.60 3867.13 3878.95 3878.77 11.35 11.634 0.40066751   26.77   0.09 3867.13 3865.72 3878.77 3878.67 11.63 12.#54 0.40066751   -19.60   0.31 3865.72 3869.11 3878.67 3878.36 12.#5 #.254 0.40066751   4.39   0.16 3869.11 3868.71 3878.36 3878.20 #.25 #."#4 0.40066751   -40.10   0.12 3868.71 3871.47 3878.20 3878.08 #."# 6.604 0.40066751   -16.80   0.11 3871.47 3872.50 3878.08 3877.97 6.60 5."4 0.40066751   15.43   0.08 3872.50 3871.82 3877.97 3877.89 5." 6.04 0.40066751   -1.62   0.08 3871.82 3871.89 3877.89 3877.81 6.0 5.#24 0.40066751   -5.33   0.10 3871.89 3872.18 3877.81 3877.71 5.#2 5.53

4 0.40066751   -3.76   0.17 3872.18 3872.54 3877.71 3877.54 5.53 5.014 0.40066751   -48.63   0.02 3872.54 3873.14 3877.54 3877.52 5.01 ".3#4 0.40066751   24.57   0.07 3873.14 3872.13 3877.52 3877.45 ".3# 5.324 0.40066751   -20.23   0.03 3872.13 3872.44 3877.45 3877.42 5.32 ".#!4 0.40066751   12.90   0.08 3872.44 3871.87 3877.42 3877.34 ".#! 5."4 0.40066751   -2.94   0.12 3871.87 3872.06 3877.34 3877.22 5." 5.154 0.40066751   6.62   0.15 3872.06 3871.53 3877.22 3877.07 5.15 5.5"4 0.40066751   -12.99   0.05 3871.53 3871.89 3877.07 3877.02 5.5" 5.1"4 0.40066751   -0.64   0.12 3871.89 3871.93 3877.02 3876.90 5.1" ".#4 0.40066751   7.40   0.26 3871.93 3870.86 3876.90 3876.64 ".# 5.!4 0.40066751   -26.85   0.05 3870.86 3871.61 3876.64 3876.59 5.! ".#!4 0.40066751   24.22   0.08 3871.61 3870.47 3876.59 3876.51 ".#! 6.0"

4 0.40066751   -4.15   0.11 3870.47 3870.72 3876.51 3876.40 6.0" 5.6!4 0.40066751   25.49   0.13 3870.72 3868.94 3876.40 3876.27 5.6! .3"4 0.40066751   1.41   0.10 3868.94 3868.86 3876.27 3876.18 .3" .324 0.40066751   10.05   0.11 3868.86 3868.22 3876.18 3876.06 .32 .!"4 0.40066751   2.15   0.25 3868.22 3867.92 3876.06 3875.81 .!" .!#4 0.40066751   4.75   0.32 3867.92 3867.06 3875.81 3875.49 .!# !."24 0.40066751   -117.05   0.03 3867.06 3869.15 3875.49 3875.45 !."2 6.304 0.40066751   46.98   0.07 3869.15 3867.41 3875.45 3875.39 6.30 .#!4 0.40066751   1.73   0.30 3867.41 3867.13 3875.39 3875.09 .#! .#4 0.40066751   27.72   0.09 3867.13 3865.76 3875.09 3875.00 .# #.2"4 0.40066751   -5.42   0.17 3865.76 3866.27 3875.00 3874.83 #.2" !.54 0.40066751   5.54   0.35 3866.27 3865.19 3874.83 3874.48 !.5 #.30

4 0.40066751   4.00   0.30 3865.19 3864.53 3874.48 3874.19 #.30 #.664 0.40066751   9.85   0.19 3864.53 3863.48 3874.19 3874.00 #.66 10.514 0.40066751   -1.05   0.14 3863.48 3863.57 3874.00 3873.85 10.51 10.2#4 0.40066751   6.59   0.29 3863.57 3862.52 3873.85 3873.57 10.2# 11.054 0.40066751   9.68   0.24 3862.52 3861.24 3873.57 3873.33 11.05 12.0#4 0.40066751   6.32   0.15 3861.24 3860.72 3873.33 3873.18 12.0# 12."64 0.40066751   10.47   0.19 3860.72 3859.64 3873.18 3873.00 12."6 13.364 0.40066751   3.13   0.34 3859.64 3859.04 3873.00 3872.65 13.36 13.614 0.40066751   -2.01   0.11 3859.04 3859.16 3872.65 3872.55 13.61 13.3#4 0.40066751   -1.59   0.36 3859.16 3859.48 3872.55 3872.19 13.3# 12.1

Page 20: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 20/48

4 0.40066751   1.57   0.37 3859.48 3859.15 3872.19 3871.82 12.1 12.64 0.40066751   1.28   0.17 3859.15 3859.04 3871.82 3871.65 12.6 12.624 0.40066751   1.51   0.10 3859.04 3858.95 3871.65 3871.56 12.62 12.604 0.40066751   0.02   0.11 3858.95 3858.95 3871.56 3871.45 12.60 12.504 0.40066751   10.42   0.23 3858.95 3857.59 3871.45 3871.21 12.50 13.624 0.40066751   29.59   0.37 3857.59 3851.47 3871.21 3870.84 13.62 1#.3!4 0.40066751   3.81   0.42 3851.47 3850.58 3870.84 3870.42 1#.3! 1#.!5

4 0.40066751   8.50   0.29 3850.58 3849.23 3870.42 3870.14 1#.!5 20.#13 0.71229779   82.25   0.10 3849.23 3847.32 3870.14 3870.04 20.#1 22.23 0.71229779   -11.63   0.32 3847.32 3848.20 3870.04 3869.72 22.2 21.523 0.71229779   73.90   0.56 3848.20 3838.37 3869.72 3869.16 21.52 30.!

1 12 2.84919115   73.91   0.92 3838.37 3831.85 3869.16 3868.23 30.! 36.3!1 12 2.84919115   -7.19   2.43 3831.85 3833.52 3868.23 3865.81 36.3! 32.2#1 12 2.84919115   43.32   0.68 3833.52 3830.71 3865.81 3865.13 32.2# 3"."21 12 2.84919115   -17.38   2.47 3830.71 3834.81 3865.13 3862.66 3"."2 2.!51 12 2.84919115   37.53   2.15 3834.81 3827.10 3862.66 3860.51 2.!5 33."21 12 2.84919115   169.46   1.71 3827.10 3799.32 3860.51 3799.32 33."2 0.001 12 2.84919115   153.52   2.24 3799.32 3766.43 3799.32 3797.08 0.00 30.651 12 2.84919115   102.92   1.66 3766.43 3750.11 3797.08 3795.42 30.65 "5.31

1 12 2.84919115   189.07   0.65 3750.11 3738.28 3795.42 3738.28 "5.31 0.001 12 2.84919115   169.82   2.42 3738.28 3698.96 3738.28 3735.86 0.00 36.#11 12 2.84919115   280.19   0.31 3698.96 3690.73 3735.86 3735.56 36.#1 "".!31 12 2.84919115   108.72   0.56 3690.73 3684.95 3735.56 3735.00 "".!3 50.05

0.00 20.910430.00 22.719290.00 21.517620.00 30.782730.00 36.382750.00 32.28551

0.00 34.420060.00 27.84840.00 33.41687

-9.09 9.085945-9.09 39.733740.92 4.390824

-15.57 15.5670934.52 2.38748234.52 10.3057734.52 15.53301

Page 21: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 21/48

 POTABLE

OBSERACIONES BICACI;N 4ESION DE SERIE < CLASETRA+OS 4RO-RESIA TRABA=O DE TBERIASO>? Co$t&$'a   0+000.00 1.16 Bar SERIE 20 (Clase 5)   1935.63O>? Co$t&$'a   0+005.93 1.50 Bar SERIE 20 (Clase 5)   141.05O>? Co$t&$'a   0+030.98 2.31 Bar SERIE 20 (Clase 5)   81.30O>? Co$t&$'a   0+135.64 2.3 Bar SERIE 20 (Clase 5)   52.30O>? Co$t&$'a   0+219.16 2.!5 Bar SERIE 20 (Clase 5)   22.05O>? Co$t&$'a   0+282.80 2." Bar SERIE 20 (Clase 5)   9.89O>? Co$t&$'a   0+380.02 3." Bar SERIE 20 (Clase 5)   69.78O>? Co$t&$'a   0+489.59 3.#0 Bar SERIE 20 (Clase 5)   45.52O>? Co$t&$'a   0+589.70 ".60 Bar SERIE 20 (Clase 5)   156.90O>? Co$t&$'a   0+636.01 5.1# Bar SERIE 13.3 (Clase .5)   62.51

O>? Co$t&$'a   0+735.79 5.3! Bar SERIE 13.3 (Clase .5)   53.64INSTALAR C.R.4.   0+771.86 5.6" Bar SERIE 13.3 (Clase .5)   26.44INSTALAR C.R.4.   0+880.54 5."# Bar SERIE 13.3 (Clase .5)   14.85INSTALAR C.R.4.   0+972.32 5.0 Bar SERIE 13.3 (Clase .5)   65.66INSTALAR C.R.4.   1+005.83 5.!5 Bar SERIE 13.3 (Clase .5)   29.13INSTALAR C.R.4.   1+061.13 5.6 Bar SERIE 13.3 (Clase .5)   41.07INSTALAR C.R.4.   1+082.29 6.1 Bar SERIE 13.3 (Clase .5)   25.82INSTALAR C.R.4.   1+257.25 6.6# Bar SERIE 13.3 (Clase .5)   27.44INSTALAR C.R.4.   1+463.70 6.#5 Bar SERIE 13.3 (Clase .5)   17.68INSTALAR C.R.4.   1+632.96 .1! Bar SERIE 13.3 (Clase .5)   50.69INSTALAR C.R.4.   1+680.15 .3 Bar SERIE 13.3 (Clase .5)   18.60INSTALAR C.R.4.   1+800.35 .31 Bar SERIE 13.3 (Clase .5)   8.65

INSTALAR C.R.4.   1+863.02 .35 Bar SERIE 13.3 (Clase .5)   5.65INSTALAR C.R.4.   1+960.38 5.!! Bar SERIE 13.3 (Clase .5)   169.15INSTALAR C.R.4.   2+047.87 5.60 Bar SERIE 13.3 (Clase .5)   51.66INSTALAR C.R.4.   2+101.35 5."0 Bar SERIE 13.3 (Clase .5)   25.14INSTALAR C.R.4.   2+180.38 5.02 Bar SERIE 13.3 (Clase .5)   32.96INSTALAR C.R.4.   2+290.12 5.20 Bar SERIE 13.3 (Clase .5)   42.24INSTALAR C.R.4.   2+335.45 5.2! Bar SERIE 13.3 (Clase .5)   9.96INSTALAR C.R.4.   2+439.11 5.02 Bar SERIE 13.3 (Clase .5)   42.03INSTALAR C.R.4.   2+501.83 5.05 Bar SERIE 13.3 (Clase .5)   12.92O>? Co$t&$'a   2+531.63 ".!# Bar SERIE 20 (Clase 5)   43.23INSTALAR C.R.4.   2+568.08 ".## Bar SERIE 20 (Clase 5)   47.67O>? Co$t&$'a   2+590.86 ".!6 Bar SERIE 20 (Clase 5)   11.33

O>? Co$t&$'a   2+691.27 ".3" Bar SERIE 20 (Clase 5)   43.54O>? Co$t&$'a   2+809.08 ".0 Bar SERIE 20 (Clase 5)   35.89O>? Co$t&$'a   2+880.56 3." Bar SERIE 20 (Clase 5)   39.12O>? Co$t&$'a   2+962.95 3.#1 Bar SERIE 20 (Clase 5)   32.07O>? Co$t&$'a   3+019.48 3.!! Bar SERIE 20 (Clase 5)   2.80O>? Co$t&$'a   3+097.63 ".10 Bar SERIE 20 (Clase 5)   27.35O>? Co$t&$'a   3+185.27 3.6 Bar SERIE 20 (Clase 5)   36.50O>? Co$t&$'a   3+298.75 3.6# Bar SERIE 20 (Clase 5)   5.16O>? Co$t&$'a   3+365.76 3.3" Bar SERIE 20 (Clase 5)   52.01O>? Co$t&$'a   3+433.47 ".05 Bar SERIE 20 (Clase 5)   272.13

Page 22: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 22/48

O>? Co$t&$'a   3+460.35 3.23 Bar SERIE 20 (Clase 5)   182.93O>? Co$t&$'a   3+505.35 3.5 Bar SERIE 20 (Clase 5)   55.60O>? Co$t&$'a   3+569.11 3.60 Bar SERIE 20 (Clase 5)   7.53O>? Co$t&$'a   3+619.94 3.53 Bar SERIE 20 (Clase 5)   16.32O>? Co$t&$'a   3+656.77 3.21 Bar SERIE 20 (Clase 5)   50.02O>? Co$t&$'a   3+720.23 3.22 Bar SERIE 20 (Clase 5)   2.72O>? Co$t&$'a   3+803.28 3."6 Bar SERIE 20 (Clase 5)   69.95

O>? Co$t&$'a   3+839.56 3."# Bar SERIE 20 (Clase 5)   9.13O>? Co$t&$'a   3+879.99 3.35 Bar SERIE 20 (Clase 5)   33.30O>? Co$t&$'a   3+920.23 3.35 Bar SERIE 20 (Clase 5)   1.77O>? Co$t&$'a   3+967.18 2.3 Bar SERIE 20 (Clase 5)   98.26O>? Co$t&$'a   4+030.57 2.!5 Bar SERIE 20 (Clase 5)   27.57O>? Co$t&$'a   4+079.49 2.2 Bar SERIE 20 (Clase 5)   31.49O>? Co$t&$'a   4+120.18 2.66 Bar SERIE 20 (Clase 5)   5.52O>? Co$t&$'a   4+199.64 2.!2 Bar SERIE 20 (Clase 5)   46.26O>? Co$t&$'a   4+236.17 2.1 Bar SERIE 20 (Clase 5)   28.53O>? Co$t&$'a   4+274.87 3.0 Bar SERIE 20 (Clase 5)   112.39O>? Co$t&$'a   4+308.03 2.3 Bar SERIE 20 (Clase 5)   52.45O>? Co$t&$'a   4+438.75 2.2 Bar SERIE 20 (Clase 5)   9.58

O>? Co$t&$'a   4+530.81 2.6" Bar SERIE 20 (Clase 5)   78.47O>? Co$t&$'a   4+579.58 2.!6 Bar SERIE 20 (Clase 5)   23.16O>? Co$t&$'a   4+685.30 2.! Bar SERIE 20 (Clase 5)   9.28O>? Co$t&$'a   4+753.21 2.20 Bar SERIE 20 (Clase 5)   34.37O>? Co$t&$'a   4+919.48 2.30 Bar SERIE 20 (Clase 5)   19.84O>? Co$t&$'a   4+980.20 2.33 Bar SERIE 20 (Clase 5)   3.04O>? Co$t&$'a   5+184.65 2.2# Bar SERIE 20 (Clase 5)   4.22O>? Co$t&$'a   5+255.76 2.5 Bar SERIE 20 (Clase 5)   52.61O>? Co$t&$'a   5+312.71 3.26 Bar SERIE 20 (Clase 5)   178.50O>? Co$t&$'a   5+352.79 3.25 Bar SERIE 20 (Clase 5)   0.98O>? Co$t&$'a   5+407.83 3.5# Bar SERIE 20 (Clase 5)   40.10O>? Co$t&$'a   5+499.94 3.3# Bar SERIE 20 (Clase 5)   23.78

O>? Co$t&$'a   5+579.79 3.0# Bar SERIE 20 (Clase 5)   64.67O>? Co$t&$'a   5+626.41 2.3 Bar SERIE 20 (Clase 5)   19.23O>? Co$t&$'a   5+800.54 2.5 Bar SERIE 20 (Clase 5)   17.42O>? Co$t&$'a   5+885.47 2.6 Bar SERIE 20 (Clase 5)   39.45O>? Co$t&$'a   5+935.54 2."# Bar SERIE 20 (Clase 5)   21.69O>? Co$t&$'a   6+050.82 2.6# Bar SERIE 20 (Clase 5)   27.34O>? Co$t&$'a   6+131.14 2.5! Bar SERIE 20 (Clase 5)   13.03O>? Co$t&$'a   6+206.13 2.! Bar SERIE 20 (Clase 5)   22.53O>? Co$t&$'a   6+349.78 2.6! Bar SERIE 20 (Clase 5)   43.91O>? Co$t&$'a   6+392.38 2.!3 Bar SERIE 20 (Clase 5)   36.21O>? Co$t&$'a   6+436.93 2.!0 Bar SERIE 20 (Clase 5)   5.38O>? Co$t&$'a   6+490.46 2.! Bar SERIE 20 (Clase 5)   0.49

O>? Co$t&$'a   6+606.12 2.1 Bar SERIE 20 (Clase 5)   11.21O>? Co$t&$'a   6+661.95 2.#1 Bar SERIE 20 (Clase 5)   39.00O>? Co$t&$'a   6+715.75 2." Bar SERIE 20 (Clase 5)   59.97O>? Co$t&$'a   6+742.65 2.!3 Bar SERIE 20 (Clase 5)   13.96O>? Co$t&$'a   6+810.70 2.66 Bar SERIE 20 (Clase 5)   9.46O>? Co$t&$'a   6+960.23 2.56 Bar SERIE 20 (Clase 5)   10.61O>? Co$t&$'a   7+039.87 3.1# Bar SERIE 20 (Clase 5)   247.97O>? Co$t&$'a   7+065.84 3.22 Bar SERIE 20 (Clase 5)   6.45O>? Co$t&$'a   7+134.94 3.56 Bar SERIE 20 (Clase 5)   39.96O>? Co$t&$'a   7+226.05 2.## Bar SERIE 20 (Clase 5)   48.93

Page 23: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 23/48

O>? Co$t&$'a   7+341.12 2.53 Bar SERIE 20 (Clase 5)   115.55O>? Co$t&$'a   7+380.79 2.22 Bar SERIE 20 (Clase 5)   14.29O>? Co$t&$'a   7+580.32 1.5# Bar SERIE 20 (Clase 5)   27.23O>? Co$t&$'a   7+801.07 1."2 Bar SERIE 20 (Clase 5)   7.80O>? Co$t&$'a   7+988.42 1.03 Bar SERIE 20 (Clase 5)   16.74O>? Co$t&$'a   8+200.78 0.5 Bar SERIE 20 (Clase 5)   34.58O>? Co$t&$'a   8+280.57 0.6" Bar SERIE 20 (Clase 5)   9.79

O>? Co$t&$'a   8+374.19 0.62 Bar SERIE 20 (Clase 5)   1.88O>? Co$t&$'a   8+436.28 0.3# Bar SERIE 20 (Clase 5)   14.52O>? Co$t&$'a   8+581.28 0.60 Bar SERIE 20 (Clase 5)   73.67O>? Co$t&$'a   8+611.96 0.5" Bar SERIE 20 (Clase 5)   18.91O>? Co$t&$'a   8+641.63 0.2 Bar SERIE 20 (Clase 5)   37.27O>? Co$t&$'a   8+692.15 0.!2 Bar SERIE 20 (Clase 5)   6.39O>? Co$t&$'a   8+914.35 0.6# Bar SERIE 20 (Clase 5)   45.78O>? Co$t&$'a   8+941.85 0.6" Bar SERIE 20 (Clase 5)   5.48O>? Co$t&$'a   9+018.56 0.!! Bar SERIE 20 (Clase 5)   21.79O>? Co$t&$'a   9+140.79 0.! Bar SERIE 20 (Clase 5)   1.16O>? Co$t&$'a   9+199.45 1.0" Bar SERIE 20 (Clase 5)   23.69O>? Co$t&$'a   9+279.89 1.1# Bar SERIE 20 (Clase 5)   12.01

O>? Co$t&$'a   9+429.58 1.26 Bar SERIE 20 (Clase 5)   20.00O>? Co$t&$'a   9+468.52 0.#! Bar SERIE 20 (Clase 5)   176.17O>? Co$t&$'a   9+485.00 1.36 Bar SERIE 20 (Clase 5)   196.19O>? Co$t&$'a   9+505.09 1.63 Bar SERIE 20 (Clase 5)   99.89O>? Co$t&$'a   9+533.46 1.#1 Bar SERIE 20 (Clase 5)   52.42O>? Co$t&$'a   9+589.73 1.#" Bar SERIE 20 (Clase 5)   15.29O>? Co$t&$'a   9+615.36 1.!0 Bar SERIE 20 (Clase 5)   44.48O>? Co$t&$'a   9+647.03 1.! Bar SERIE 20 (Clase 5)   18.46O>? Co$t&$'a   9+689.07 2.20 Bar SERIE 20 (Clase 5)   112.40O>? Co$t&$'a   9+719.68 2.3 Bar SERIE 20 (Clase 5)   44.66O>? Co$t&$'a   9+759.73 2.3# Bar SERIE 20 (Clase 5)   7.02O>? Co$t&$'a   9+809.04 2.52 Bar SERIE 20 (Clase 5)   33.48

O>? Co$t&$'a   9+848.43 2."6 Bar SERIE 20 (Clase 5)   14.78O>? Co$t&$'a   9+880.02 2.5 Bar SERIE 20 (Clase 5)   14.83O>? Co$t&$'a   9+959.87 2."" Bar SERIE 20 (Clase 5)   29.48O>? Co$t&$'a   10+001.56 3.00 Bar SERIE 20 (Clase 5)   67.74O>? Co$t&$'a   10+088.59 3.00 Bar SERIE 20 (Clase 5)   2.27O>? Co$t&$'a   10+160.50 3.1# Bar SERIE 20 (Clase 5)   29.77O>? Co$t&$'a   10+227.25 3.0! Bar SERIE 20 (Clase 5)   7.32O>? Co$t&$'a   10+348.88 3.2! Bar SERIE 20 (Clase 5)   32.96O>? Co$t&$'a   10+415.66 3.02 Bar SERIE 20 (Clase 5)   28.96O>? Co$t&$'a   10+500.88 2.23 Bar SERIE 20 (Clase 5)   227.88O>? Co$t&$'a   10+536.08 2.1 Bar SERIE 20 (Clase 5)   347.53O>? Co$t&$'a   10+550.28 2. Bar SERIE 20 (Clase 5)   14.10

O>? Co$t&$'a   10+598.45 2.5! Bar SERIE 20 (Clase 5)   21.27O>? Co$t&$'a   10+684.85 2.#6 Bar SERIE 20 (Clase 5)   16.23O>? Co$t&$'a   10+957.77 2.# Bar SERIE 20 (Clase 5)   8.86O>? Co$t&$'a   10+972.22 2.! Bar SERIE 20 (Clase 5)   2.54O>? Co$t&$'a   11+219.01 2.#0 Bar SERIE 20 (Clase 5)   5.55O>? Co$t&$'a   11+299.92 2.! Bar SERIE 20 (Clase 5)   18.09O>? Co$t&$'a   11+360.63 2.# Bar SERIE 20 (Clase 5)   2.92O>? Co$t&$'a   11+459.40 2.61 Bar SERIE 20 (Clase 5)   16.56O>? Co$t&$'a   11+559.38 2.56 Bar SERIE 20 (Clase 5)   10.35O>? Co$t&$'a   11+599.86 2.3" Bar SERIE 20 (Clase 5)   53.78

Page 24: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 24/48

O>? Co$t&$'a   11+640.27 2."0 Bar SERIE 20 (Clase 5)   7.77O>? Co$t&$'a   11+740.33 2."2 Bar SERIE 20 (Clase 5)   4.60O>? Co$t&$'a   11+820.51 2.66 Bar SERIE 20 (Clase 5)   42.53O>? Co$t&$'a   11+880.22 2.1! Bar SERIE 20 (Clase 5)   20.90O>? Co$t&$'a   12+095.51 1.63 Bar SERIE 20 (Clase 5)   151.59O>? Co$t&$'a   12+132.55 1.21 Bar SERIE 20 (Clase 5)   62.02O>? Co$t&$'a   12+199.11 1."! Bar SERIE 20 (Clase 5)   94.10

O>? Co$t&$'a   12+229.40 1.5! Bar SERIE 20 (Clase 5)   20.00O>? Co$t&$'a   12+282.95 1.1! Bar SERIE 20 (Clase 5)   437.68O>? Co$t&$'a   12+292.13 1.11 Bar SERIE 20 (Clase 5)   11.00O>? Co$t&$'a   12+350.94 1.1" Bar SERIE 20 (Clase 5)   4.48O>? Co$t&$'a   12+454.20 1.2 Bar SERIE 20 (Clase 5)   26.77O>? Co$t&$'a   12+507.09 0.#1 Bar SERIE 20 (Clase 5)   19.60O>? Co$t&$'a   12+680.13 0.#3 Bar SERIE 20 (Clase 5)   4.39O>? Co$t&$'a   12+770.11 0.65 Bar SERIE 20 (Clase 5)   40.10O>? Co$t&$'a   12+838.92 0.5" Bar SERIE 20 (Clase 5)   16.80O>? Co$t&$'a   12+900.00 0.5# Bar SERIE 20 (Clase 5)   15.43O>? Co$t&$'a   12+944.00 0.5! Bar SERIE 20 (Clase 5)   1.62O>? Co$t&$'a   12+986.62 0.5" Bar SERIE 20 (Clase 5)   5.33

O>? Co$t&$'a   13+040.86 0."# Bar SERIE 20 (Clase 5)   3.76O>? Co$t&$'a   13+135.72 0."3 Bar SERIE 20 (Clase 5)   48.63O>? Co$t&$'a   13+148.06 0.52 Bar SERIE 20 (Clase 5)   24.57O>? Co$t&$'a   13+188.89 0."# Bar SERIE 20 (Clase 5)   20.23O>? Co$t&$'a   13+204.31 0.5" Bar SERIE 20 (Clase 5)   12.90O>? Co$t&$'a   13+249.19 0.50 Bar SERIE 20 (Clase 5)   2.94O>? Co$t&$'a   13+316.84 0.5" Bar SERIE 20 (Clase 5)   6.62O>? Co$t&$'a   13+397.60 0.50 Bar SERIE 20 (Clase 5)   12.99O>? Co$t&$'a   13+425.15 0."# Bar SERIE 20 (Clase 5)   0.64O>? Co$t&$'a   13+492.46 0.5 Bar SERIE 20 (Clase 5)   7.40O>? Co$t&$'a   13+637.02 0."# Bar SERIE 20 (Clase 5)   26.85O>? Co$t&$'a   13+664.99 0.5# Bar SERIE 20 (Clase 5)   24.22

O>? Co$t&$'a   13+712.11 0.56 Bar SERIE 20 (Clase 5)   4.15O>? Co$t&$'a   13+772.16 0.2 Bar SERIE 20 (Clase 5)   25.49O>? Co$t&$'a   13+842.12 0.2 Bar SERIE 20 (Clase 5)   1.41O>? Co$t&$'a   13+896.21 0. Bar SERIE 20 (Clase 5)   10.05O>? Co$t&$'a   13+960.10 0. Bar SERIE 20 (Clase 5)   2.15O>? Co$t&$'a   14+100.89 0.!2 Bar SERIE 20 (Clase 5)   4.75O>? Co$t&$'a   14+280.98 0.62 Bar SERIE 20 (Clase 5)   117.05O>? Co$t&$'a   14+298.84 0.! Bar SERIE 20 (Clase 5)   46.98O>? Co$t&$'a   14+335.94 0.! Bar SERIE 20 (Clase 5)   1.73O>? Co$t&$'a   14+500.57 0.#0 Bar SERIE 20 (Clase 5)   27.72O>? Co$t&$'a   14+549.85 0.!" Bar SERIE 20 (Clase 5)   5.42O>? Co$t&$'a   14+643.69 0.#1 Bar SERIE 20 (Clase 5)   5.54

O>? Co$t&$'a   14+839.32 0.#5 Bar SERIE 20 (Clase 5)   4.00O>? Co$t&$'a   15+003.93 1.03 Bar SERIE 20 (Clase 5)   9.85O>? Co$t&$'a   15+109.86 1.01 Bar SERIE 20 (Clase 5)   1.05O>? Co$t&$'a   15+189.85 1.0! Bar SERIE 20 (Clase 5)   6.59O>? Co$t&$'a   15+349.07 1.1! Bar SERIE 20 (Clase 5)   9.68O>? Co$t&$'a   15+481.20 1.22 Bar SERIE 20 (Clase 5)   6.32O>? Co$t&$'a   15+563.37 1.31 Bar SERIE 20 (Clase 5)   10.47O>? Co$t&$'a   15+666.76 1.33 Bar SERIE 20 (Clase 5)   3.13O>? Co$t&$'a   15+858.55 1.31 Bar SERIE 20 (Clase 5)   2.01O>? Co$t&$'a   15+917.90 1.2" Bar SERIE 20 (Clase 5)   1.59

Page 25: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 25/48

O>? Co$t&$'a   16+117.76 1.2" Bar SERIE 20 (Clase 5)   1.57O>? Co$t&$'a   16+322.09 1.2" Bar SERIE 20 (Clase 5)   1.28O>? Co$t&$'a   16+414.77 1.23 Bar SERIE 20 (Clase 5)   1.51O>? Co$t&$'a   16+468.48 1.22 Bar SERIE 20 (Clase 5)   0.02O>? Co$t&$'a   16+529.36 1.33 Bar SERIE 20 (Clase 5)   10.42O>? Co$t&$'a   16+659.90 1.#0 Bar SERIE 20 (Clase 5)   29.59O>? Co$t&$'a   16+866.95 1.#" Bar SERIE 20 (Clase 5)   3.81

O>? Co$t&$'a   17+100.22 2.05 Bar SERIE 20 (Clase 5)   8.50O>? Co$t&$'a   17+258.99 2.22 Bar SERIE 20 (Clase 5)   82.25O>? Co$t&$'a   17+282.18 2.11 Bar SERIE 20 (Clase 5)   11.63O>? Co$t&$'a   17+357.94 3.01 Bar SERIE 20 (Clase 5)   73.90O>? Co$t&$'a   17+490.93 3.56 Bar SERIE 20 (Clase 5)   73.91O>? Co$t&$'a   17+579.17 3.16 Bar SERIE 20 (Clase 5)   7.19O>? Co$t&$'a   17+811.48 3.3 Bar SERIE 20 (Clase 5)   43.32O>? Co$t&$'a   17+876.41 2.3 Bar SERIE 20 (Clase 5)   17.38O>? Co$t&$'a   18+112.59 3.2 Bar SERIE 20 (Clase 5)   37.53O>? Co$t&$'a   18+318.22 0.00 Bar SERIE 20 (Clase 5)   169.46O>? Co$t&$'a   18+482.14 3.00 Bar SERIE 20 (Clase 5)   153.52O>? Co$t&$'a   18+696.36 "."3 Bar SERIE 20 (Clase 5)   102.92

O>? Co$t&$'a   18+854.92 0.00 Bar SERIE 20 (Clase 5)   189.07O>? Co$t&$'a   18+917.49 3.61 Bar SERIE 20 (Clase 5)   169.82O>? Co$t&$'a   19+149.06 ".3# Bar SERIE 20 (Clase 5)   280.19INSTALAR C.R.4.   19+178.42 ".#0 Bar SERIE 20 (Clase 5)   108.72

Page 26: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 26/48

5 7.5 10SER"E 20 Clase 5/ SER"E 13.3 Clase 7.5/ SER"E 10 Clase 10/

Page 27: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 27/48

Page 28: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 28/48

Page 29: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 29/48

Page 30: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 30/48

Page 31: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 31/48

CALCULO DE CAUDALES NUEO OCCORO

1.- PROYECTO: C$nstrucci6n .istema de A,ua P$tab)e 0- 1arri$s7 Distrit$ de Nue'$ Occ$r$ 8 "uanca'e)ica 8 "uanc

2.- LOCALIDAD: 0- 1arri$s

3.- DISTRITO: Nue'$ Occ$r$

4.- PROINCIA: "uanca'e)ica!.- DEPARTAMENTO: "uanca'e)ica

".-11#! $%&.

'.- TASA DE CRECIMIENTO ( ) ( r ) 1.!# $%&.%*+

,.- PERIODO DE DISEO (AOS) ( ) 2# %*+/

0.- 143' $%&.

1#.- DOTACION (LT/HAB/DIA) ( Dot ) ,# r.$%&.%

11.-CON.MO PROMED*O ANAL LT.E9 :

1.33 r./5.

12.-CONSUMO MA6IMO DIARIO (7MD)

1.'20 r./5. C%89+ ;% 8+;988<

13.-CAUDAL DE LA FUENTE (LTSEG)

 A=+r%+ ; >?+8% /%@ 3.!# r./5.

14.- RECURSO HIDDRICO SUFICIENTE

1!.-

3'.3! 3

 OLUMEN DEL RESERORIO E6ISTENTE 2!.## 3

 OLUMEN DEL RESERORIO PROYECTADO 2!.## 3

1".- OLUMEN DEL RESERORIO A UTILIAR  !#.## 3

RECURSO RESERORIO SUFICIENTE

1'.- CONSUMO MA6IMO HORARIO (LTSEG)

1.00! r./5. 8%89+ %988<; /r&9

1, CONSUMO UNITARIO:unit( ;:m+$b)aci6n <utura

:unit( ;:mLtuberia aducci$n

POBLACION ACTUAL (HAB) ( PO )

=uente> ALMANA:E DE"ANCA?E@*CA 2008200B

*NE*8"ANCA?EL*CA 

POBLACION FUTURA (HAB) ( P=  )

P= P+ ( 1 r . 1## )

7 P=  . D+ ,"4##

7  1.3# 7

 OLUMEN DEL RESERORIO CALCULADO (  r  )

  r   #.2! 7

  ,".4

7$  1.! 7

Page 32: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 32/48

  'e)ica

<;

Page 33: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 33/48

CALCULO DE DIAMETRO DE RED DE CONDUCCIÓN SECUNDARIA NUEO OCCORO

PROYECTO: C$nstrucci6n .istema de A,ua P$tab)e 0- 1arri$s7 Distrit$ de Nue'$ Occ$r$ 8 "uanca'e)ica 8 "uanca'e)icaLOCALIDAD: 0- 1arri$sDISTRITO: Nue'$ Occ$r$PROINCIA: "uanca'e)icaDEPARTAMENTO: "uanca'e)ica

1.'3

N PUNTODIAMETRO COTA PIEOMET. PRESIÓN

CALC ( ASUM ( LLEG. SAL. LLEG. SAL.

! C.DIST.T 33(3B- 2(35 30(B3

2 02 32-(!2! 0(00- !(B3 !5B(53 !(2B 2 !(5 -3(-B -3(-B

3 C.R.P(#1) 3!3(050 0(!332 !(B3 3(03 !(-5 2 2(3!! 52(22B 0(000

- 0- 3!0(3B 0(0B3 !(B3 35(02 !(B3 2 !(32- !(350 !(350

5 05 3BB(B-B 0(05 !(B3 2!0(BB! !(20 2 !(03 !2(-0 !2(-0

0 3B2(B52 0(!2-! !(B3 -0(2-! !( 2 2(!53 !5(B2 !5(B2

B 0B 3B-(-2B 0(30 !(B3 5(-2B 2(52 2 5(353 (B5- (B5-

0 3B(35- 0(!533 !(B3 3(2 !( 2 2(5 !2(! !2(!

0 3B5(-02 0(!-!- !(B3 !2(300 !(2 2 2(-53 32( 32(!0 !0 3B5B(-0 0(230! !(B3 3-(B5 !(B3 2 3(0 3(B3 3(B3

!! C.R.P(#2) 3B-2(000 0(!!0! !(B3 !3(BB !(30 2 !(!0 50(! 0(000

!2 !2 3B3B(50- 0(0322 !(B3 !3(-0 !(30 2 0(55 3(3 3(3

!3 !3 3B23(- 0(0BB !(B3 !B5(5- !(2- 2 !(3- !(-!- !(-!-

!- !- 3B!(!-5 0(0B!2 !(B3 BB(- !(-B 2 !(23 20( 20(

!5 !5 3B(! 0(!03 !(B3 !0(-35 !(2B 2 3(300 -B(2 -B(2

! C.R.P(#3) 3-(500 0(022- !(B3 !3(0 !(30 2 0(3 50(53 0(000

!B !B 3(23 0(!0 !(B3 !3(! !(30 2 !(0 !3(35 !3(35

! ! 33B(5 0(0-! !(B3 5(-B 0(5 2 0(3- --(!! --(!!

! C.R.P(#4) 33!(000 0(0!05 !(B3 2B(352 0( 2 0(!2 50(5B 0(000

20 20 305(2- 0(0-!0 !(B3 2B(-0 0( 2 0(B!2 25(0-0 25(0-0

2! 2! 35(003 0(05B3 !(B3 300(B0 !(!! 2 0(- -!(2! -!(2!

22 C.R.P(#!) 35B(000 0(030 !(B3 323(3 !(!0 2 0(53 50(B5 0(000

23 23 35-(0! 0(0-!- !(B3 323(0 !(!0 2 0(B! !2(! !2(!

2- C.R.P(#") 353B(0 0(03 !(B3 -23(33 !(0- 2 !(!0 3(5 0(000

25 RESR. 35!(22 0(0-0 !(B3 302(03 !(!! 2 !(!0 !(20B !(20B

LONG. TOTAL EN METROS

7(LTSE

G)

COTATERRENO

PROG.(MTS)

LONGITUD (JM)

CAUDAL(L.P.S )

PENDIENTE

(MJM)

HF (MTS)

Page 34: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 34/48

LINEA DE ADUCCION Y DISTRIBUCION DISTRIPROYECTO: C$nstrucci6n .istema de A,ua P$tab)e 0- 1arri$s7 Distrit$ de Nue'$ Occ$r$ 8 "uanca'LOCALIDAD: 0- 1arri$sDISTRITO: Nue'$ Occ$r$PROINCIA: "uanca'e)ica

DEPARTAMENTO: "uanca'e)ica Lo$%&t' Total "230.3 *l. Ca'al +a,&*o Horar&o 1.##51

0.002

N TRAMO LONG(M) GASTO (/) COTA TERRENO $= H=  

7 INICIAL 7 MARCHA 7 FINAL 7 FICTICIO INICIAL FINAL

! Bb38Bb- 53(2 0(025 0(025! 0(000 0(0!2 2(50 0(00- 0(000B 0(0000

2 Bb28Bb3 -B(0- 0(022 0(0222 0(000 0(0!!! 2(50 0(00- 0(0005 0(0000

3 Bb!8Bb2 -2(0 0(0-2 0(0202 0(022 0(0323 2(50 0(0!0 0(003B 0(0002

- B18Bb! !!( 0(0B3 0(005 0(0 0(0B03 2(50 0(022 0(0!5 0(0002

5 BC8BD -2(0 0(020 0(0! 0(000 0(00 2(50 0(003 0(000- 0(0000

B18BC -3(5 0(0-0 0(020 0(020 0(030! 2(50 0(0!0 0(0033 0(000!

B BA8B1 !(50 0(!-3 0(020 0(!!- 0(!2! 2(50 0(0-0 0(0-BB 0(002

0B8BA (!2 0(!B5 0(032 0(!-3 0(!5 2(50 0(050 0(0B!! 0(00-

52852A 5(00 0(002 0(002- 0(000 0(00!2 3(00 0(000 0(0000 0(0000

!0 5!852 B5(00 0(03 0(035- 0(002 0(0200 3(00 0(00- 0(000 0(0000

!! 5085! -2(53 0(05 0(020! 0(03 0(0-B 3(00 0(0!0 0(0032 0(000!

!2 -8- -(B 0(022 0(0220 0(000 0(0!!0 3(00 0(002 0(0002 0(0000

!3 -B8- 53(! 0(0-B 0(025! 0(022 0(03- 3(00 0(00 0(00!B 0(000!

!- -B85! -2( 0(020 0(0203 0(000 0(0!0! 2(50 0(003 0(000- 0(0000

!5 -8-B --(- 0(0 0(02!0 0(0B 0(0BB 3(00 0(0!B 0(00B 0(0003

! -850 -0(00 0(0BB 0(0! 0(05 0(0B2 3(00 0(0!5 0(000 0(0002

!B -58- -0(03 0(!- 0(0! 0(!5 0(!B-- 3(00 0(03 0(03- 0(00!-

! --8- -5(0 0(02! 0(02!3 0(000 0(0!0 2(50 0(003 0(0005 0(0000

! -38-- 33(! 0(03B 0(0!5B 0(02! 0(02! 3(00 0(00 0(00!3 0(0000 20 -38- -2(B2 0(020 0(020! 0(000 0(0!0! 2(50 0(003 0(000- 0(0000

2! -28-3 52(B 0(02 0(02- 0(05B 0(05 3(00 0(0!5 0(003 0(0003

22 -28-B --(00 0(02! 0(020 0(000 0(0!0- 2(50 0(003 0(0005 0(0000

23 -!8-2 --(3B 0(!2- 0(020 0(!03 0(!!32 3(00 0(025 0(0!5 0(000B

2- -!8- --(B5 0(02! 0(02!! 0(000 0(0!0 2(50 0(003 0(0005 0(0000

25 -08-! -!(B! 0(!- 0(0!B 0(!-5 0(!5- 3(00 0(03- 0(02B 0(00!2

2 -08-5 --(B- 0(205 0(02!! 0(!- 0(!-- 3(00 0(0-3 0(0-2 0(00!

2B 38-0 5( 0(3 0(02 0(3 0(32 3(00 0(0- 0(!-! 0(005

2 383 53(35 0(-2! 0(0252 0(3 0(-0 3(00 0(00 0(!3 0(000

2 3B83 -(30 0(--5 0(0233 0(-2! 0(-330 3(00 0(05 0(!B2 0(002

30 38-- -2(B 0(020 0(0202 0(000 0(0!0! 2(50 0(003 0(000- 0(0000

3! 3583 --( 0(0-! 0(02!! 0(020 0(030 3(00 0(00B 0(00!- 0(000!

32 3-835 -3(02 0(02 0(0203 0(0-! 0(05!- 3(00 0(0!! 0(003 0(0002

33 3-8-2 -3(23 0(020 0(020- 0(000 0(0!02 2(50 0(003 0(000- 0(0000

3- 3383- --(! 0(!03 0(02!! 0(02 0(025 3(00 0(020 0(0!0 0(0005

35 338-! -3(B 0(02! 0(020 0(000 0(0!03 2(50 0(003 0(0005 0(0000

3 32833 -!(B! 0(!-3 0(0!B 0(!2- 0(!335 3(00 0(02 0(02!2 0(000

3B 328-0 -3(5 0(02! 0(0205 0(000 0(0!03 2(50 0(003 0(000- 0(0000

3 3!832 5(B3 0(!! 0(02 0(!- 0(!BB3 3(00 0(03 0(035 0(0020

3 3!83 --(5 0(02! 0(02!0 0(000 0(0!05 2(50 0(003 0(0005 0(0000

-0 3083! 52(0 0(23 0(02- 0(2!2 0(22-0 3(00 0(0- 0(0553 0(002 -! 3083 --(!- 0(02! 0(020 0(000 0(0!0- 2(50 0(003 0(0005 0(0000

-2 2830 32(3 0(2B3 0(0!55 0(25B 0(2- 3(00 0(05 0(0B5- 0(0025

-3 283B -(30 0(-B 0(022 0(--5 0(-50 3(00 0(!00 0(20! 0(0!00

-- 282 52(! 0(B5 0(02- 0(B-0 0(B52- 3(00 0(!5 0(5205 0(02B5

-5 2B82 B( 0(BB 0(03! 0(B5 0(B0 3(00 0(!B! 0(55B- 0(03BB

- 283 (! 0(032 0(032! 0(000 0(0!! 2(50 0(005 0(00!0 0(000!

-B 2582 -(2! 0(05- 0(02! 0(032 0(0-30 3(00 0(00 0(002 0(000!

- 25835 (3- 0(03! 0(03!3 0(000 0(0!5 2(50 0(005 0(00!0 0(000!

- 2- 25 -- 05 0 !0 0 020 0 05 0 05 3 00 0 02! 0 0!!5 0 0005

KCOME

R.

 EL.FLUO

Page 35: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 35/48

LINEA DE ADUCCION Y DISTRIBUCION DISTRITO DE NUEPROYECTO: C$nstrucci6n .istema de A,ua P$tab)e 0- 1arri$s7 Distrit$ de Nue'$ Occ$r$ 8 "uanca'e)ica 8 "uanca'LOCALIDAD: 0- 1arri$sDISTRITO: Nue'$ Occ$r$PROINCIA: "uanca'e)ica

DEPARTAMENTO: "uanca'e)ica Lo$%&t' Total "230.3 *l. Ca'al +a,&*o Horar&o 1.##51 L..s. Ca'a

0.002 +ts./Se%.

Ldistribuci$n( -230(330

 ALOR MEDIO ()MA6IMA  @ DEL

DIFERENCIA   ALOR MEDIO

M%% M;% () ()

I 3-(3!3 2(00 !(- 3!(B!3 !B!(2

II B(!2 2B(0-5 52(5 5!(03 B(!-0

III (!-0 3-(2! 0(! 5!(22 (20

I  B(5 3-(3!3 0(5 53(2B B(-0

   3(32 2(!2 BB(B3 3!(20! -0(!-!

 I 3(32B !(BB B(5 !!(5-0 !3(!0

 II !00(!! 2!(330 0(B2 B(BB !2(B-

PUNTOSSECCIONADOS

PRESION CALCULADA()

Page 36: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 36/48

CLA.E DE T1ER*A.

.ER*E 20 CLA.E 5 .ER*E !3(3 CLA.E B(5 .ER*E !0 CLA.E !0

H 3I H 2 !2I H 2I H 3I H 2 !2I H 2I H 3I H 2 !2I H 2I53(2-B(0--2(0!!(-2(0-3(5!(50(!2

5(00B5(00-2(53-(B53(!

-2(--(--0(00-0(03

-5(033(!

-2(B252(B

--(00--(3B

--(B5-!(B!--(B-

5(53(35

-(30-2(B

--(-3(02

-3(23--(!

-3(B-!(B!

-3(55(B3

--(5

52(0--(!-

32(3-(3052(!

B((!

-(2!(3-

--(05(

-B(!(B0

-(B (!35(B0

0(25-(-0

0(2-0(5

--(-B(3B

(B0-(B

5(0B

Page 37: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 37/48

42"1.01#TOTAL

Page 38: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 38/48

CALCULO DE CAUDALES IEO OCCORO

1.- PROYECTO: C$nstrucci6n .istema de A,ua P$tab)e 0- 1arri$s7 Distrit$ de Nue'$ Occ$r$ 8 "uanca'e)ica 8 "uan

2.- LOCALIDAD: 0- 1arri$s

3.- DISTRITO: Nue'$ Occ$r$

4.- PROINCIA: "uanca'e)ica!.- DEPARTAMENTO: "uanca'e)ica

".-!12 $%&.

'.- TASA DE CRECIMIENTO ( ) ( r ) 1.!# $%&.%*+

,.- PERIODO DE DISEO (AOS) ( ) 2# %*+/

0.-

""" $%&.

1#.- DOTACION (LT/HAB/DIA) ( Dot ) ,# r.$%&.%

11.-CON.MO PROMED*O ANAL LT.E9 :

#."2 r./5.

12.-CONSUMO MA6IMO DIARIO (7MD)

#.,#1 r./5. C%89+ ;% 8+;988<

13.-CAUDAL DE LA FUENTE (LTSEG) A=+r%+ ; >?+8% /%@ 3.!# r./5.

14.- RECURSO HIDDRICO SUFICIENTE

1!.-

1'.31 3

1".- OLUMEN DEL RESERORIO A UTILIAR  2#.## 3

RECURSO RESERORIO SUFICIENTE

1'.- CONSUMO MA6IMO HORARIO (LTSEG)

#.024 r./5. 8%89+ %988<; /r&9

1, CONSUMO UNITARIO:unit( ;:m+$b)aci6n <utura

:unit( ;:mLtuberia aducci$n

POBLACION ACTUAL (HAB) ( PO )

=uente> ALMANA:E DE"ANCA?E@*CA 2008200B

*NE*8"ANCA?EL*CA 

POBLACION FUTURA (HAB) ( P=  )

P= P+ ( 1 r . 1## )

7 P=  . D+ ,"4##

7  1.3# 7

 OLUMEN DEL RESERORIO CALCULADO (  r  )

  r   #.2! 7  ,".4

7$  1.! 7

Page 39: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 39/48

a'e)ica

8<;

Page 40: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 40/48

LINEA DE ADUCCION Y DISTRIBUCION ANPROYECTO: C$nstrucci6n .istema de A,ua P$tab)e 0- 1arri$s7 Distrit$ de Nue'$ Occ$r$ 8 "uLOCALIDAD: 0- 1arri$sDISTRITO: Nue'$ Occ$r$PROINCIA: "uanca'e)ica

DEPARTAMENTO: "uanca'e)ica Lo$%&t' Total 3#5.6 *l. Ca'al +a,&*o Horar&o

N TRAMO LONG(M) GASTO (/) COTA TERRENO $=

7 INICIAL 7 MARCHA 7 FINAL 7 FICTICIO INICIAL FINAL

! 2382- 3(!! 0(0! 0(0!3 0(000 0(00B 2(00 0(005 0(00!2

2 9823 B( 0(03 0(0! 0(0! 0(02 2(00 0(0!- 0(00

3 2082! B(3 0(023 0(022 0(000 0(0!!- !(50 0(0!0 0(005

- !820 !!!(25 0(0- 0(025 0(023 0(035B !(50 0(03! 0(05-0

5 !8! B(53 0(0 0(020- 0(0- 0(05 2(00 0(02 0(0335

=8! -5(-0 0(00 0(0!0 0(0 0(0B-3 2(00 0(03B 0(05!

B E8!5 0(5 0(02! 0(02!! 0(000 0(0!05 2(00 0(005 0(00!-

20820A 3(55 0(022 0(02! 0(000 0(0!0 !(50 0(0!0 0(000

!!820 !-5(2 0(05 0(033 0(022 0(03B 2(00 0(0! 0(0!55

!0 !!8!2 !!3(3! 0(02 0(023 0(000 0(0!32 !(50 0(0!2 0(005

!! !08!! !0(B 0(!0B 0(02- 0(02 0(0-- 2(00 0(0-B 0(005

!2 08!0 (BB 0(!2 0(020 0(!0B 0(!!B3 2(00 0(05 0(!202

!3 D80 B(2 0(!5! 0(022 0(!2 0(!3! 2(00 0(0 0(!-

!- !82- 3(B5 0(00 0(002 0(000 0(00- 2(50 0(00! 0(000!

!5 !08! !2(B- 0(03 0(025 0(00 0(02-0 2(50 0(00 0(0022

! 08!0 !32(B 0(0B0 0(030 0(03 0(05-! 2(50 0(0!B 0(00B

!B 0580 3( 0(0 0(0!5 0(0B0 0(0B3 2(50 0(025 0(0!B

! C805 !!!(!2 0(!!5 0(025 0(0 0(!020 2(00 0(050 0(02

! !823 B-(-5 0(0!B 0(0!B3 0(000 0(00B 2(50 0(003 0(0003

20 !58! 5-(3B 0(030 0(0!2 0(0!B 0(023 2(50 0(00B 0(002!

2! 08!5 5-(B! 0(0-3 0(0!2B 0(030 0(033 2(50 0(0!! 0(00-

22 0580 !2(03 0(0B2 0(02 0(0-3 0(05B 2(50 0(0! 0(0!0

23 02805 B(0 0(0! 0(0!2 0(0B2 0(0!5 2(50 0(02 0(020B

2- 1802 !2-(B 0(!20 0(020 0(0! 0(!05! 2(50 0(033 0(033!

25 !B8= -!(!- 0(0!0 0(00 0(000 0(00- 2(00 0(002 0(0003

2 !8!B !!-(3- 0(03 0(02 0(0!0 0(022 2(00 0(0!! 0(005

2B !-8E -(-3 0(0!! 0(0!0 0(000 0(005- 2(00 0(003 0(000-

2 !38!- !0(0 0(03 0(025- 0(0!! 0(0235 2(00 0(0!2 0(00! 2 !8!A !(30 0(02! 0(02!2 0(000 0(0!0 2(00 0(005 0(00!-

30 !38! 3(- 0(0 0(00 0(05B 0(0! 2(50 0(020 0(0!2-

3! 0B8!3 53(!0 0(!!5 0(0!23 0(!02 0(!0B 2(50 0(03- 0(0352

32 080B !0(!3 0(!-0 0(025! 0(!!5 0(!2B- 2(50 0(0-0 0(0-B3

33 D80 -(5 0(!5! 0(0!0 0(!-0 0(!-5- 2(50 0(0- 0(00-

3- 0-803 !03( 0(02- 0(02-! 0(000 0(0!2! 2(50 0(00- 0(000

35 C80- 55(B! 0(03B 0(0!30 0(02- 0(030 2(00 0(0!5 0(0!00

3 2289 B-(5! 0(0!B 0(0!B3 0(000 0(00B 2(00 0(00- 0(00!0

3B !B822 B(B3 0(035 0(0!B 0(0!B 0(022 2(50 0(00 0(0025

3 !-8!B 3(33 0(0-- 0(00- 0(035 0(03- 2(50 0(0!2 0(005-

3 08!- 5!(B 0(05 0(0!20 0(0-- 0(0- 2(50 0(0! 0(003

-0 0-80 2(3 0(0BB 0(02!5 0(05 0(0- 2(50 0(02! 0(0!-2

-! 0!80- 55(!! 0(00 0(0!2 0(0BB 0(035 2(50 0(02 0(02!B

-2 180! 0(2 0(!0- 0(0!-0 0(00 0(0 2(50 0(03! 0(025

-3 9890! 55(B 0(0!3 0(0!2 0(000 0(005 2(00 0(003 0(000

-- =89 BB(2 0(0 0(0!! 0(05! 0(05 2(50 0(0! 0(0!!B

-5 E8= 3B(B 0(!5B 0(00 0(!- 0(!52 2(50 0(0- 0(03

KCOMER 

.

 EL.FLUO

Page 41: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 41/48

Page 42: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 42/48

CALCULO DE CAUDALES BUENOS AIRES

1.- PROYECTO: C$nstrucci6n .istema de A,ua P$tab)e 0- 1arri$s7 Distrit$ de Nue'$ Occ$r$ 8 "uanca'e)ica 8 "uan

2.- LOCALIDAD: 0- 1arri$s

3.- DISTRITO: Nue'$ Occ$r$

4.- PROINCIA: "uanca'e)ica!.- DEPARTAMENTO: "uanca'e)ica

".-304 $%&.

'.- TASA DE CRECIMIENTO ( ) ( r ) 1.!# $%&.%*+

,.- PERIODO DE DISEO (AOS) ( ) 2# %*+/

0.-

!12 $%&.

1#.- DOTACION (LT/HAB/DIA) ( Dot ) ,# r.$%&.%

11.-CON.MO PROMED*O ANAL LT.E9 :

#.4' r./5.

12.-CONSUMO MA6IMO DIARIO (7MD)

#."1' r./5. C%89+ ;% 8+;988<

13.-CAUDAL DE LA FUENTE (LTSEG) A=+r%+ ; >?+8% /%@ 3.!# r./5.

14.- RECURSO HIDDRICO SUFICIENTE

1!.-

13.32 3

1".- OLUMEN DEL RESERORIO A UTILIAR  14.## 3

RECURSO RESERORIO SUFICIENTE

1'.- CONSUMO MA6IMO HORARIO (LTSEG)

#.'11 r./5. 8%89+ %988<; /r&9

1, CONSUMO UNITARIO:unit( ;:m+$b)aci6n <utura

:unit( ;:mLtuberia aducci$n

POBLACION ACTUAL (HAB) ( PO)

=uente> ALMANA:E DE"ANCA?E@*CA 2008200B

*NE*8"ANCA?EL*CA 

POBLACION FUTURA (HAB) ( P=  )

P= P+ ( 1 r . 1## )

7 P=  . D+ ,"4##

7  1.3# 7

 OLUMEN DEL RESERORIO CALCULADO (  r  )

  r   #.2! 7  ,".4

7$  1.! 7

Page 43: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 43/48

a'e)ica

8<;

Page 44: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 44/48

CALCULO DE DIAMETRO DE RED DE CONDUCCIÓN SECUNDARIA BUENOS AIRES

PROYECTO: C$nstrucci6n .istema de A,ua P$tab)e 0- 1arri$s7 Distrit$ de Nue'$ Occ$r$ 8 "uanca'e)ica 8 "uanca'e)icaLOCALIDAD: 0- 1arri$sDISTRITO: Nue'$ Occ$r$PROINCIA: "uanca'e)icaDEPARTAMENTO: "uanca'e)ica

N PUNTODIAMETRO COTA PIEOMET. PRESIÓ

CALC ( ) ASUM ( LLEG. SAL. LLEG.

! C.DIST.TP-# 3-(22 0J000(000 3(!5 3B0(!3

2 02 3-B(32! 0J023(! 0(0232 2(35 2(2- !(3 3 0(0 3B0(0-0 22(B!

3 03 3-(202 0J0(50 0(0B5 2(35 !!(2 2(-2 3 0(32! 3(B20 2!(5!

- .DIST.TP-#2 3-2(2!2 0J!0(000 0(0!! 2(35 B3(05 !( 3 0(3-3 3(3BB 2B(!5

5 .DIST.TP-# 33(3B- 0J23!(-0 0(05! 2(35 B3(3 !( 3 0(220 3(!5B 30(B3

0 33!(52 0J320(!! 0(02 0(2 B3(!! !(00 ! !2 0(22 3(235 3(33

B 0B 333(522 0J552(- 0(2323 0(2 B(! !(! ! !2 2(-2B 35(0 32(2

0 330(B0 0J!B(-2! 0(0- 0(2 -3(322 !(!2 ! !2 0(B 35(!2 3-(-20

0 33-(!3 0J53(5 0(232 0(2 !B(3BB !(35 ! !2 2(- 32(! 2B(-

!0 !0 32B(0 !J05(22B 0(205 0(2 3B(52 !(!5 ! !2 2(!- 30(5!3 33(-!B

!! C.R.P(#1) 30(000 !J!(0!0 0(!0 0(2 !(-5 0(5 ! !2 !(!! 30(000 50(3B!2 !2 3B(3!B !J223(!53 0(05B! 0(2 !(-52 0(5 ! !2 0(5B 30(-03 (0

!3 !3 3B(-3! !J-3B(3B! 0(2!-2 0(2 !53(5!B 0(B ! !2 2(23 30(!5 3(B3-

!- C.R.P(#2) 3B55(000 !J5-(--0 0(!!!! 0(2 !02(! 0(- ! !2 !(!0 3B55(000 50(00-

!5 !5 3B50(!!3 !J55(2 0(0-B5 0(2 !02(!0 0(- ! !2 0(- 3B5-(50- -(3!

! ! 3B3(23 !J5(- 0(02 0(2 !(0B- 0(3 ! !2 0(5- 3B53(50 !5(5B

!B C.R.P(#3) 3B0!(500 !JB5(00 0(2! 0(2 !(25 0(5 ! !2 2(23 3B0!(500 50(0B

! ! 3(5 !J0(0B0 0(0!50 0(2 !(2 0(5 ! !2 0(!5B 3B0!(3-3 2(3B

! ! 30(B3! !J!(-25 0(02- 0(2 20(!! 0(BB ! !2 0(30B 3B0!(03B !0(30

20 RES. 3-(- !JB2(! 0(0532 0(2 !0(B2! 0(3 ! !2 0(55 3B00(-! !5(533

LONG. TOTAL EN METROS

7

(LTSEG)COTA

TERRENOPROG.(MTS)

LONGITUD (JM)

CAUDAL(L.P.S )

PENDIENTE

(MJM)

HF (MTS)

Page 45: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 45/48

Page 46: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 46/48

CLA.E DE T1ER*A.

.ER*E 20 CLA.E 5 .ER*E !3(3 CLA.E B(5 .ER*E !0 CLA.E !0H 2 !2I H 2I H ! !2I H !I H 2 !2I H 2I H ! !2I H !I H 2 !2I H 2I H ! !2I H !

B(2-B(!

5B(!35(0B

5(B-(2B

5(00(3B

0(!3(5(02

53!

50

5(30(B(3!(!5

-B(02!(0

B0(50(33

52(5(0BB-(0-(BB(3

5(0B5(2

5(3-(00

2(55!(5

--(B2!0-(32(0!

!0-(3B(!-B(!5

(22!0B(!42,.2" #.## 144.#0 #.## "'".3# !4#.1' ,2.!0 #.## 1!1.4# 4,1.21 !,.,3 30'.

20"#."4#TOTAL

Page 47: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 47/48

CALCULO DE CAUDALES PROCERES

1.- PROYECTO: C$nstrucci6n .istema de A,ua P$tab)e 0- 1arri$s7 Distrit$ de Nue'$ Occ$r$ 8 "uanca'e)ica 8 "uan

2.- LOCALIDAD: 0- 1arri$s

3.- DISTRITO: Nue'$ Occ$r$

4.- PROINCIA: "uanca'e)ica!.- DEPARTAMENTO: "uanca'e)ica

".-02 $%&.

'.- TASA DE CRECIMIENTO ( ) ( r ) 1.!# $%&.%*+

,.- PERIODO DE DISEO (AOS) ( ) 2# %*+/

0.-

12# $%&.

1#.- DOTACION (LT/HAB/DIA) ( Dot ) ,# r.$%&.%

11.-CON.MO PROMED*O ANAL LT.E9 :

#.11 r./5.

12.-CONSUMO MA6IMO DIARIO (7MD)

#.144 r./5. C%89+ ;% 8+;988<

13.-CAUDAL DE LA FUENTE (LTSEG) A=+r%+ ; >?+8% /%@ 3.!# r./5.

14.- RECURSO HIDDRICO SUFICIENTE

1!.-

3.11 3

1".- OLUMEN DEL RESERORIO A UTILIAR  4.## 3

RECURSO RESERORIO SUFICIENTE

1'.- CONSUMO MA6IMO HORARIO (LTSEG)

#.1"" r./5. 8%89+ %988<; /r&9

1, CONSUMO UNITARIO:unit( ;:m+$b)aci6n <utura

POBLACION ACTUAL (HAB) ( PO)

=uente> ALMANA:E DE"ANCA?E@*CA 2008200B

*NE*8"ANCA?EL*CA 

POBLACION FUTURA (HAB) ( P=  )

P= P+ ( 1 r . 1## )

7 P=  . D+ ,"4##

7  1.3# 7

 OLUMEN DEL RESERORIO CALCULADO (  r  )

  r   #.2! 7  ,".4

7$  1.! 7

Page 48: Calculo Presiones en Agua Potable 04 Barrios

8/16/2019 Calculo Presiones en Agua Potable 04 Barrios

http://slidepdf.com/reader/full/calculo-presiones-en-agua-potable-04-barrios 48/48

a'e)ica

8<;