calculo red distribucion c.p. vista alegre.xls

8/19/2019 CALCULO RED DISTRIBUCION C.P. VISTA ALEGRE.xls

1/20

CALCULO DEL SISTEMA DE ABASTECIMIENTO DE AGUA POTABLE

1.- PROYECTO:

A.- POBLACION ACTUAL (ESTIMADO) . 211 AÑO BASE 2015 (PADRÓN)

B.- TASA DE CRECIMIENTO (%) 2.34

C.- PERIODO DE DISEÑO (AÑOS) 20

D.- POBLACION FUTURA 336

Pf = Po ( 1! "#$100 )

E.- DOTACION (LT$AB$DIA) 100.00

&.- CONSUMO PROMEDIO ANUAL (LT$SE')

= Po.&. Do#.$*6+400 A 0 AÑOS 0.24& = Po.&. Do#.$*6+400 A 20 AÑOS 0.3,

G.- CONSUMO MAXIMO DIARIO (LT/SEG)

= 1.30 & 0.6/

.- CAUDAL DE LA &UENTE (LT$SE') 0.//CAP. SORA PATA 0.28 NIÑO PUQUIO 0.21CAP. QUINTO 3 0.17 QUINTO 1 0.11

I.- VOLUMEN DEL RESERVORIO (M3)

0 20 *6400$1000 11 6


2/20

= 0 20 *6400$1000 11 6

TANUE-P0 433/.00 0.66 0.6/ 3.06 1.21 1.0 0., *.0*

CAPT. - P 04 4362.41 CR - P 03 4360.00 0.0*3 0.6/ 2,.0, 1.26 1.0 0., 1.02 CR - P 03 4360.00 CR - P 10 431*.00 0.413 0.6/ 101.// 0.,/ 1.0 0., .0,

CR - P 10 431*.00 CR - P 12 42*,.00 0.21 0.6/ 11.60 0., 1.0 0., 3.0,

CAPT. - P 0, 432.,4

CR - P 10 431*.00 0.24* 0.6/ 32.06 1.23 1.0 0., 3.0 CAPT. - P 11 42,3.34

CR - P 12 42*,.00 0.0// 0.6/ 6.04 1.10 1.0 0., 0., CR - P 12 42*,.00

RESER-P13 426.10 0.44, 0.6/ 3.1, 1.11 1.0 0., .4

LINEA DE DISTRIBUCION COTA DE TERRENO

TRAMO INICIAL FINAL LONG. K ! f( $,$ ) ( $,$ ) ( $ ) (M%,) (+,./ ,.) ( $/$. )

,,%$* 2RESER-P13 P-14 426.10 424.00 *4.*, 1 0.10 0.10 0.130//RESER-P13 P-1 426.10 4240.00 3*1.6, / 0.40* 0.42, 0.06/60

P-1 P-16 4240.00 4231.0 *6.14 2 1.000 0.300 0.0,*6//P-1 P-1/ 4240.00 4230.00 134.3 0.00 0.3/ 0.0/4432P-1/ P-1* 4230.00 422,.00 *6.16 4 0.// 0.346 0.011606P-1/ P-1, 4230.00 421.00 134.26 1 0.10 0.10 0.111/24

RESER-P13 CRP-02 426.10 423.00 3/.,4 41 0.1* 1.043 0.0*40,2

CRP 02 P 21 423 00 421, 00 23 66 / 0 40* 0 42, 0 0630//

V5%*,

A+$%**,


3/20

DATOS 6

To#95 E7f797o95 (P9) 211.00 Do#97< () 100 5Coo MH?7o D79"7o ( ) 0.6/ 5Coo MH?7o o"9"7o ( ) 1.3 5o58< 85 R8:8"Fo"7o ( ) 1 Coo U


4/20


5/20

COMP

O@O@O@O@O@O@O@


6/20


7/20

1.35 0.00

Label Length (Scal Start Node Stop Node Label

P-1 84.00 T-6 J-1 J-1

P-2 383.00 T-6 J-2 J-2P-3 85.00 J-2 J-3 J-3

P-4 135.00 J-2 J-4 J-4

P-5 8.00 J-4 J-5 J-5

P-6 134.00 J-4 J-6 J-6

P- 34!.00 T-6 P"#-16 J-

P-8 10.00 P"#-16 J- J-8

P-! 304.00 J- J-8 J-!P-10 206.00 J-8 J-! J-10

P-11 211.00 J-8 J-10 J-11

P-12 206.00 J-10 J-11 J-12

P-13 452.00 J- J-12 J-13

P-14 160.00 J-12 J-13 J-14

P-15 1!6.00 J-12 J-14 J-15

P-16 125.00 J- P"#-1 J-16

P-1 12.00 P"#-1 J-15 J-1

P-18 4!.00 J-15 J-16 J-18

P-1! 24.00 J-15 J-1 J-1!

P-20 145.00 J-1 J-18 J-20

P-21 5.00 J-1 J-1! J-21

P-22 122.00 J-1 J-20 J-22


8/20

84.00 0.02

383.00 0.0885.00 0.02

135.00 0.03

8.00 0.02

134.00 0.03

35!.00 0.0

304.00 0.06

206.00 0.04211.00 0.04

206.00 0.04

452.00 0.0!

160.00 0.03

1!6.00 0.04

13.00 0.03

4!.00 0.15

24.00 0.05

145.00 0.03

5.00 0.01

122.00 0.02

336.00 0.0

348.00 0.0


9/20


1.- PROYECTO:





Pf = Po ( 1! "#$100 )



= Po.&. Do#.$*6+400 A 0 AÑOS 0.01& = Po.&. Do#.$*6+400 A 20 AÑOS 0.02


= 1.30 & 0.03

.- CAUDAL DE LA &UENTE (LT$SE') 0.4CAP. SURA PATA 0.28 NIÑO PUQUIO 0.21CAP. QUINTO 3 0.17 QUINTO 1 0.11


= 0.20 *6400$1000 0.


10/20

TRAMO INICIAL FINAL LONG. K ! f

( $,$ ) ( $,$ ) ( $ ) (M%,) (+,./ ,.) ( $/$. )

RES - P 0 P-06 433/.00 430.00 3/*.20 2 1.000 0.300 0.0*4611RES - P 06 CRP-P0/ 433/.00 42*/.00 3*./* 2 1.000 0.300 0.13,361CRP-P0/ P-0* 42*/.00 426/.00 30/.6 1 0.10 0.10 0.0600,

E5 "7#8"7o 8 9:7;958: 8< #"9o: #8"75#9:o = 0.1?N?@ 8< o95 8< 57#"o: o" :8;>


11/20


12/20

ION PRESION ESTATICA COMP

SALIDA INICIO SALIDA

2./0 2./0 32.00 O@22.,, 22.,, 0.00 [email protected] 14.34 20.00 O@


13/20

0.06 0.00

Label Length (Scal Start Node Stop Node Label

P-1 102.00 T- J-1 J-1

P-2 1!8.00 J-1 J-2 J-2P-3 6.00 J-2 J-3 J-3

P-4 35!.00 T- P"#-1! J-4

P-5 305.00 P"#-1! J-4

1040.00


14/20

102.00 0.01

1!8.00 0.016.00 0.00

664.00 0.04


15/20


1.- PROYECTO:





Pf = Po ( 1! "#$100 )



= Po.&. Do#.$*6+400 A 0 AÑOS 0.34

& = Po.&. Do#.$*6+400 A 20 AÑOS 0./*


= 1.30 & 1.3

.- CAUDAL DE LA &UENTE (LT$SE') 1.41


= 0.20 *6400$1000 23.34

A UTILIAR 3.00


16/20

TRAMO PENDIENTE Hf

RESERORIO 40//.63

1 4000.00 0.16 2./0 4/0.4* 1.20 2.00 1.33 6.3

LINEA DE DISTRIBUCION COTA DE TERRENO

TRAMO INICIAL FINAL LONG. K ! f

( $,$ ) ( $,$ ) ( $ ) (M%,) (+,./ ,.) ( $/$. )

,,%RESER-P 02 P-03 40//.63 40//.00 /6.61 0 0.143 2./01 0.00*223

P-03 P-0 40//.00 4063.00 *2.31 42 0.16 2.26, 0.1/00*,P-03 P-04 40//.00 4060.00 ,6.* 13 0.2*, 0.63 0.1/6020P-02 P-06 40//.63 403.00 346.03 2 0.204 0./6 0.0/11/,P-06 P-0/ 403.00 403.0 21.** 2 1.000 0.300 0.022*2P-0/ P-0* 403.0 400.0 /1.03 2 1.000 0.300 0.042236P-0/ P-0, 403.0 4044.00 101 1 0.26/ 0.601 0.0,3,4*P-06 P-10 403.00 404.0 ,*.,3 2 1.000 0.300 0.0/*11P-10 P-11 404.0 4042.0 43.** 0.00 0.3/ 0.06*36*

P-0, P-2* 4044.00 404/.00 /1.// 1 0.26/ 0.601 0.041*00P-0, P-11 4044.00 4042.0 **.2/ 2 1.000 0.300 0.016,,3P-10 P-12 404.0 4041.00 /0.6* 0.00 0.3/ 0.06366/P-12 P-13 4041.00 4041.0 2.11 1 0.26/ 0.601 0.00,,P-12 P-1/ 4041.00 4033.0 120.20 2 1.000 0.300 0.0623,6P-1/ P-1* 4033.0 4031.00 12,.*/ 0.00 0.3/ 0.01,20P-11 P-16 4042.0 403.0 **., 1 0.26/ 0.601 0.0/,016P-16 P-1/ 403.0 4033.0 *1.00 1 0.26/ 0.601 0.0246,1P-0, P-14 4044.00 403*.00 **.2/ 2 1.000 0.300 0.06/,/3P-14 P-1 403*.00 4044.00 214.31 0.00 0.3/ 0.02/,,/P-14 P-16 403*.00 403.0 *6.03 2 1.000 0.300 0.02,060

NIVEL

DINAMICO

LONGITUD

(KM)

CAUDALDEL

TRAMO

DIAMETRO

(")

DIAM.COMERCIA

L

VELOCIDAD

FLUJO P

V5%*,A+$%**,


17/20

DATOS 6

To#95 E7f797o95 (P9) 246.01 Do#97< () 120 5#Coo MH?7o D79"7o ( ) 1.3 5#Coo MH?7o o"9"7o ( ) 2./0 5#o58< 85 R8:8"Fo"7o ( ) 1 Coo U


18/20


19/20

PRESION ESTATICACOMP

INICIO SALIDA

0.00 0.63 ''0.63 14.63 ''0.63 1/.63 ''0.00 24.63 ''24.63 24.13 ''24.13 2/.13 ''24.13 33.63 JALUEK24.63 32.13 JALUEK32.13 3.13 JALUEK

33.63 30.63 ''33.63 3.13 ''32.13 36.63 ''36.63 36.13 [email protected] 44.13 [email protected] 46.63 [email protected] 42.13 [email protected] 44.13 [email protected] 3,.63 ''3,.63 33.63 ''


20/20

calculo red distribucion c.p. vista alegre.xls

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