diseño Sist. Abierto de Agua Sta Isabel

7/25/2019 diseo Sist. Abierto de Agua Sta Isabel

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1.- NOMBRE DEL PROYECTO:

A.- POBLACION ACTUALB.- TASA DE CRECIMIENTO (%)C.- PERIODO DE DISEO (AOS)D.- POBLACION FUTURA

E.- DOTACION (LT/HAB/DIA)

F.- CONSUMO PROMEDIO ANUAL (LT/SEG)G.- CONSIDERANDO 20% PERDIDAS

H.- CONSUMO MAIMO DIARIO (LT/SEG)

I.- CAUDAL DE LA FUENTE (LT/SEG)

!.- "OLUMEN DEL RESER"ORIO (M#)" $ 0.2 & ' &*+,00/1000 (GRA"EDAD)". $ 2%"

"34 $ " 5 ". $ "/0.6

DIMENSIONES DEL RESERVORIO CILINDRICO

Radio 2.10 m

Altura h1 (agua) 3.00 m

Altura h2 (libre) 0.40 m

Altura Total 3.40 m

Vol. Inicial : 41.5 m3

J.- CONSUMO MAXIMO HORARIO (LT/SEG)

NOTA: LA CLASE DE TUBER7A A UTILI8AR PARA LA LINEA DE CONDUCCION SER9 CL-10

LINEA DE CONDUCCIONE43 N;4 D;;? (@) C?4 3

C=; 1*6.0

DISEO DEL SISTEMA ABIERTO

"INSTALACION DE LOS SISTEMAS DE AGUA POTABLE Y ALCANTARIDE RODRIGUEZ DE MENDOZ


2/12

1 1*20.00 0.#00 0.1RESER"ORIO 1*#,.00 0.,00 0.1

NOTA: LA CLASE DE TUBER7A A UTILI8AR PARA LA LINEA DE CONDUCCION SER9 CL-10

RED DE DISTRIBUCIONE43 N;4 D;;? (@) C?4 3

R!#$%$ 1*#2.00

P;4 N 100 - R4 2+ 1*22.0 0.021 0.#612 16*+.00 0.*60 0.#,

CRPT6 -2# 16*.00 0.116 0.20

CRPT& - ' 16*.00P;4 N 101 - R4 2* 161.0 0.060 0.021

CRPT6 -2, 161.00 0.#0 0.1*

CRPT& - ' 161.00

P;4 N 102 - R4 2+ 1600.0 0.116 0.1*P;4 N 10# - R4 2+ 1+6*.00 0.1#0 0.1+,P;4 N 10, - R4 2+ 1++#.0 0.2,0 0.1,,

CRPT6 -2 1+*.00 0.0,0 0.12#

CRPT& - '* 1+*.00P;4 N 10 - R4 2+ 1+,6.0 0.1, 0.12#P;4 N 10+ - R4 2+ 1+##.0 0.1# 0.10#P;4 N 106 - R4 2+ 1+26.0 0.100 0.0*2P;4 N 10* - R4 2+ 1+2#.0 0.1*0 0.0+2P;4 N 10 - R4 2+ 1+11.0 0.##0 0.0,1P;4 N 110 - R4 2+ 10.0 0.1## 0.021

'+ 16*+.00P;4 N 111 - R4 26 16+6.00 0.1,0 0.1,,

# 16,.00 0.1 0.12#, 16*#.0 0.#, 0.12#

P;4 N 112 - R4 26 16*1.0 0.00 0.12#P;4 N 11# - R4 26 16++.0 0.120 0.10#

P;4 N 11, - R4 26 16,#.0 0.20 0.0*2CRPT6 -2+ 16,0.00 0.0,0 0.0+2

CRPT& - ' 16,0.00P;4 N 11 - R4 26 161*.0 0.+00 0.0+2P;4 N 11+ - R4 26 160+.0 0.1#0 0.0,1P;4 N 116 - R4 26 1+*.00 0.1* 0.021


3/12

10*1.020

P $ P3 & ( 15 &/100 ) 1,0.,A3 P34=. D;3 1,1 J.

60

' $ P3.& D3./*+K,00 0.11 40.1, 4

' $ 1.#0 & ' 0.1 O@.

,.10 4

BOMBEO NO .++SI ,.01

*.*

A UTILI8AR : &. O@.

! ".00 m3 OK

'J $ 2 & ' $ 2.+0 ' 0.#61 4

P; S D;


4/12

12.00 0.6 1.0 0.#6 2., 1*.0 #.02.+2 0.+* 1.0 0.#6 #.26 1*1.6* 16.6*

P; S D;


5/12

&a$to ' Tramo$

#gina 5

CALCULO DE LOS GASTOS POR TRAMO

0.002 l$hab.

.

CALCULO DE GASTOS POR TRAMOS

ELEMENTO

R!#$%$3*0.00 1.02"3+2.20 1.003"4.40 0.*+3.0 0.*535+.+0 0.*45351.00 0.*24

343.20 0.*04335.40 0.++332".0 0.+3

31*.+0 0.+42312.00 0.+22304.20 0.+01

2*.40 0."+02++.0 0."02+0.+0 0."3*2"3.00 0."1*25.20 0.*+25".40 0."+24*.0 0.5"

241.+0 0.3"234.00 0.122.20 0.5*

21+.40 0.5"5210.0 0.555

202.+0 0.5341*5.00 0.5131+".20 0.4*3

1"*.40 0.4"21"1.0 0.452

N0 HAB. POBLACION1UTURA POR TRAMO

GASTO PORTRAMOS (2/!)

, .) - .( =_ ()

, .)(


6/12

&a$to ' Tramo$

#gina

13.+0 0.43115.00 0.41114+.20 0.3*0140.40 0.3"0132.0 0.34*124.+0 0.32*11".00 0.30+10*.20 0.2++101.40 0.2"*3.0 0.24

P;4 1 - R4 1 +5.+0 0.22

P;4 2 - R4 1 "+.00 0.205

P;4 # - R4 1 "0.20 0.1+5

P;4 , - R4 1 2.40 0.14

P;4 - R4 1 54.0 0.144P;4 + - R4 1 4.+0 0.123

P;4 6 - R4 1 3*.00 0.103

P;4 * - R4 1 31.20 0.0+2

P;4 - R4 1 23.40 0.02

P;4 10 - R4 1 15.0 0.041

P;4 11 - R4 1 ".+0 0.021

P;4 12 - R4 1 ".+0 0.021

CRP&- R3 P%45%672

P;4 , - R4 2 *.00 0.024P;4 - R4 # *.00 0.024

P;4 + - R P;=;4 *.00 0.024

P;4 6 - R4 , *.00 0.024

P;4 * - R P;=;4 *.00 0.024

P;4 - R P;=;4 1*.00 0.050

CRP&-' R3 P%45%672P;4 10 - R P;=;4 *.00 0.024

P;4 11 - R4 *.00 0.024

P;4 12 - R4 *.00 0.024

P;4 1# - R4 6 *.00 0.024

P;4 1, - R4 + *.00 0.024

P;4 1 - R4 * 1+.00 0.04"

P;4 1+ - R4 + *.00 0.024

P;4 16 - R P;=;4 1*.00 0.050


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&a$to ' Tramo$

#gina "

CRP&- R3 P%45%672P;4 1* - R4 1+.00 0.04"

P;4 1 - R4 *.00 0.024

P;4 20 - R4 1+.00 0.04"

P;4 21 - R4 *.00 0.024


8/12

&a$to ' Tramo$

#gina +

CRP&- R3 P%45%672

P;4 22 - R4 11 *.00 0.024

P;4 2# - R4 12 *.00 0.024

P;4 2, - R4 *.00 0.024

P;4 2 - R4 10.00 0.02

P;4 2+ - R4 1# *.00 0.024

P;4 26 - R4 1# 2".00 0.0"1

CRP&- R3 P%45%672P;4 2* - R P;=;4 *.00 0.024

P;4 2 - R P;=;4 1+.00 0.04"

P;4 #0 - R P;=;4 *.00 0.024

P;4 #1 - R4 1 1*.00 0.050

CRP&-* R3 P%45%672

CRP&- R7872 ""

CRP&-* R3 P%45%672P;4 #2 - R P;=;4 *.00 0.024

P;4 ## - R P;=;4 *.00 0.024

CRP&- R7872 ""P;4 #, - R4 1, *.00 0.024

P;4 # - R4 1, *.00 0.024

P;4 #+ - R4 1, 10.00 0.02

TOTAL 905.60 2.385


9/12

&a$to ' Tramo$

#gina *

GASTOS ACUM.(2/!)


10/12

&a$to ' Tramo$

#gina 10

1.0+0

0.205

1.05

0.021

0.021

0.0240.024

1.014

0.02"

0.*4

0.*40

0.+3*

0.051

0.02"

0.02"

0.105

0.054

0.02"

0.+4


11/12

&a$to ' Tramo$

#gina 11

0.35+

0.23

0.0"4

0.02"


12/12

&a$to ' Tramo$

#gina 12

0.02"

0.02"

0.054

0.030

0.105

0.0+1

0.2"

0.252

0.205

0.05"

0.051

0.02"

0.0"3

0.050

0.02

diseño Sist. Abierto de Agua Sta Isabel

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