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C

DATOS:Pa = 265 hab.Pf = 398 hab.

Perodo diseo 20 Aos

Dotacin:50

lts/pers./da

TRAM !on"it#dD$ A %A&'T. D'($)R *RP+, - 1 0.34 221

*RP+, - A 1 0.34 1A *RP+, - , 0.200 ,

*RP+, - *RP+, -5 45 0.1 203

*RP+, -5 *RP+, -, 5 0. 2*RP+, -, *4 5 0.54 40*4 *33 ,5 0.0, 2,*33 *3, 0.001 ,

*33 *RP+, -0 35 0.052 2*RP+, -0 *5 0.033 0

*4 *30 5 0.04 0

*30 *1 5 0.0, 12

*30 *RP+, - 0 0.05 3*RP+, - *3 0 0.05 50

*3 *32 0.001 3

*3 *34 5 0.0, 2

A *RP+, -2 225 0.240 24*RP+, -2 & 20 0.23 5& *RP+, -3 35 0.052 251

*RP+, -3 * 2 0.02, 1* *0 0.001 43

* *1 0.001

*A6DA! 7!ts/se"8!798

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& * 5 0. 245* *RP+, -4 0.033 1

*RP+, -4 *4 2 0.02, 20

* *RP+, -1 05 0.22 4*RP+, -1 D 1 0. 5

D *2 0.001 52

D *RP+, - ,5 0.0, 22*RP+, - $ 40 0.041 4

$ *0 5 0.0,

$ *2 0.001 ,0

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LCULOS HIDRULICOS DE LA RED DE DISTRIBUCIN - SIST

r = 2.5 ;9 =Pf < Dotac./4300;9 = 0.230 lts/se"

;9h=0.461

lts/se"

Di9etro >elocidad P?RD'DA D$ *AR@A7p#l".8 79/se"8 0.101 0.0330 0.0150 0.101 0.0330 0.344/3 0.,0 0.02 3.353,/3 0.4,0 0.050 ,.3,0

/3 0.432 0.02 5.,4/3 0.53 0.023 .354/3 0.05 0.00 2.253/3 0.02 0.000 0.00150

/3 0. 0.002 0.14,/3 0.53 0.002 0.41,2

/3 0.25 0.003 0.3

/3 0.04 0.0003 0.0,1,2

/3 0.22 0.005 0.0,32/3 0.22 0.005 0.0,3,/3 0.02 0.000 0.00

/3 0.04 0.0003 0.0525

/3 0.13 0.042 4./3 0.5 0.053, 2.,20/3 0. 0.002 0.201/3 0.01 0.0001 0.041/3 0.02 0.000 0.002

/3 0.02 0.000 0.003

hf #nit. 798 %f Tra9o 798

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/3 0.432 0.02 .5521/3 0.53 0.002 0.2,323/3 0.01 0.0001 0.145

/3 0.324 0.052 5.443/3 0.1 0.03 2.002/3 0.02 0.000 0.0040

/3 0.05 0.00 .4,4/3 0.233 0.0053 .02/3 0.04 0.0003 0.04,

/3 0.02 0.000 0.0010

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EMA RAMIFICADO

Personas por BiBienda =*antidad de fa9ilias =

;#nit.=0.00115404

*TA D$ T$RR$- *TA P'$CM?TR'*A'nicial inal 'nicial inal

25.00 20.00 25.00 230.120.00 2015.00 20.00 200.52015.00 205.00 200.5 2015.,0205.00 200.00 205.00 203.5

200.00 140.00 200.00 2003.2140.00 15.50 140.00 15.5315.50 12.50 15.53 154.12.50 1.20 154. 154.2

12.50 10.00 154. 155.310.00 .,0 10.00 101.0

15.50 13.20 15.53 15.

13.20 10.00 15. 15.0

13.20 12.00 15. 15.0312.00 120.20 12.00 12,.1120.20 10,.50 12,.1 12,.1

120.20 100.50 12,.1 12,.,

2015.00 205,.00 200.5 20.1,205,.00 2050.00 205,.00 2053.2050.00 200.00 2053. 205.200.00 114.00 200.00 2001.1114.00 113.00 2001.1 2001.

114.00 110.20 2001.1 2001.1

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2050.00 20,.50 2053. 2035.520,.50 200.00 2035.5 2035.0200.00 12.00 200.00 2001.

20,.50 205.00 2035.5 201.,205.00 200.00 205.00 202.1200.00 2000.0 202.1 202.1

200.00 10.00 202.1 20.,10.00 15.00 10.00 1,.115.00 11.0 1,.1 1,.4

15.00 134.50 1,.1 1,.

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5

53

lts/pers./da

'nicial inal0.00 1.10.00 5.55.5 33.,00.00 .5

0.00 33.20.00 ,.03,.03 2.2. .2

2. 35.30.00 20.40

,.03 2.1

2.1 3.0

2.1 0.030.00 ,.,,., 20.3

,., 2,.,

5.5 24.1,0.00 3.3. 3.0.00 .1.1 5.

.1 1.41

PR$('E-798

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3. .0.0 5.00.00 2,.

.0 23.,0.00 .1.1 2.

.1 .,0.00 2,.12,.1 .4

2,.1 .4

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CLCULOS HIDRULIC

DATOS:

Pa =265

hab. r=Pf = 398 hab. Qm =

Perodo diseo = 20 Aos Qm =

Dotacin = 50 lts/pers./da Qmh=

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OS DE LA RED DE DISTRIBUCIN - SISTEMA RAMIFICADO

2.5 Pf < Dotac./4300 Personas por vivien 5

0.230 lts/seg Cantidad de familia 53

0.461 lts/seg Qunit.= 0.00115404 lts/pers./da

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