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SISTEMA DE ALCANTARILLADO SANITARIO

Dot.com 1000 l/comercio/día

dot. I.P 5000 l/Inst. Púb./día

Dot. Ind 16000 l/Industria/día

Densidad poblacional 254 hab/ha

Dotacion 90 /hab/dia

!oe"ciente de #etorno 0.$5 $0%

!oe"ciente de In"ltracion 0.00005 l/s/m

peso.esp &'ua 1000 ('/m)

1 2 3 4 5 6 7 8 9

FilaUbicación Num. del colector Longitud (m)

Calle De A Sup. Inf. Propia ributaria Acumulada

1   & * + 1 2 12,.,0 0.00 12,.,0

2   & + - 2 ) 1)6.)0 12,.,0 265.10

)   & I - ).1 ) 126.)0 0.00 126.)0

4   - & ) 4 119.04 )91.40 510.44

5   * & 4.) 4.2 10,.,0 0.00 10,.,0

6   * + 4.2 4.1 1),.$6 10,.,0 24$.56

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DATOS

Perido de diseño (t)   20 años

Poblacion Inicial (Pi)   12468 hab

Area total del proyecto (A)   10.4 hc

Coeiciente de retrorno (Cr)   75 %

Indice de Creci!iento poblacion an"al (i)   1.2 %

Dot# Co!ercial $ %&& $ '&&& lcoda

Dot# Inst# P*blicas $ +&&& $ ,+&&& linda

Dot# Ind $ ,%&&& $ ,-&&& lindda

Anc.o de /an0a sin entiba!iento

Densidad poblacional 453 hab/hc

Coe# De r"1osidad   0.010Coeiciente de p"nta $ se1*n .ab

Peso esp#del a1"a   1000 kg/m3

Ca!a de arena   10 cm

10 11 12 13 14 15 16 17 18

!rea ("a) PoblaciónCoef. Pico

Caudal (L#$)

Propia ributaria Acumulada Propia Acumlada %edio %&'imo Inltración

0.)5 0.00 0.)5 ,9 ,9 2.04 0.0$0 0.14 0.00640.)5 0.)5 0.$0 ,9 1$, 1.$$ 0.1)9 0.25 0.01))

0.)5 0.00 0.)5 ,9 ,9 2.04 0.0$0 0.14 0.006)

0.50 1.05 1.55 12$ )94 1.51 0.)0, 0.4$ 0.0255

0.25 0.00 0.25 64 64 2.1, 0.050 0.11 0.0054

0.60 0.25 0.,5 152 216 1.$1 0.169 0.29 0.0124

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0.50 0.00 0.50 12$ 12$ 1.90 0.099 0.19 0.0054

0.$0 1.)5 2.05 1$, 521 1.4) 0.40$ 0.5, 0.0246

0.25 0.00 0.25 64 64 2.1, 0.050 0.11 0.0054

0.$0 0.25 0.95 1$, 241 1.6$ 0.1,, 0.)1 0.012)

0.50 4.55 5.05 12$ 12,) 1.19 1.002 1.20 0.06,2

0.25 0.00 0.25 64 64 2.1, 0.050 0.11 0.005)

0.50 0.25 0.$5 12$ 191 1.$5 0.149 0.26 0.011)

0.50 0.00 0.50 12$ 12$ 1.90 0.099 0.19 0.005)

0.$0 1.25 1.95 1$, 495 1.45 0.),$ 0.56 0.02)4

0.25 0.00 0.25 64 64 2.1, 0.050 0.11 0.005)

0.25 0.00 0.25 64 64 2.1, 0.050 0.11 0.005)

0.$0 0.50 1.20 1$, )05 1.59 0.2), 0.), 0.01$4

0.50 ,.20 ,.$0 12$ 2210 1.0$ 1.$2$ 1.,5 0.1149

0.25 0.00 0.25 64 64 2.1, 0.050 0.11 0.0054

0.25 0.25 0.50 64 12$ 1.90 0.099 0.19 0.0114

0.50 0.00 0.50 12$ 12$ 1.90 0.099 0.19 0.00540.)5 1.00 1.)5 ,9 )4) 1.56 0.26, 0.42 0.02)6

0.)5 0.00 0.)5 ,9 ,9 2.04 0.0$0 0.14 0.006)

0.00 10.40 10.40 0 2642 1.0) 2.064 2.1) 0.150$

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0.0151 2 0.02)1 1 0.05$9 1 0.1,52 0.266 0.4$

0.0466 ) 0.0)4$ 2 0.115$ 0 0.0000 0.150 0.,0

0.00,$ 4 0.046) 1 0.05$9 0 0.0000 0.104 0.2)

0.0251 2 0.02)1 0 0.0000 0 0.0000 0.02) 0.)$

0.095, ) 0.0)4$ ) 0.1$)6 1 0.1,52 0.)94 1.$6

0.00,$ 2 0.02)1 2 0.115$ 0 0.0000 0.1)9 0.26

0.0209 2 0.02)1 2 0.115$ 2 0.)$04 0.509 0.,00.0151 1 0.0116 2 0.115$ 0 0.0000 0.12$ 0.)4

0.044$ 2 0.02)1 ) 0.1$)6 2 0.)$04 0.56$ 1.19

0.00,$ ) 0.0)4$ 2 0.115$ 1 0.1,52 0.))6 0.46

0.00,$ 2 0.02)1 0 0.0000 0 0.0000 0.02) 0.15

0.0)04 1 0.0116 2 0.115$ 1 0.1,52 0.)1) 0.$4

0.14,0 5 0.05$9 0 0.0000 0 0.0000 0.05, 2.1$

0.00,$ 1 0.0116 2 0.115$ 1 0.1,52 0.)1) 0.44

0.0151 ) 0.0)4$ 1 0.05$9 0 0.0000 0.09) 0.)1

0.0151 ) 0.0)4$ 2 0.115$ 0 0.0000 0.150 0.)6

0.0))) 0 0.0000 1 0.05$9 1 0.1,52 0.24) 0.$2

0.011) 1 0.0116 0 0.0000 2 0.)$04 0.),2 0.54

0.1$0, 2 0.02)1 1 0.05$9 1 0.1,52 0.266 2.$2

Dotacion - 90 L/hab/da

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!o"#ici"nt" d" $n#it&acion - 0.00005 /s/m

!a'da maos "m(ot&ami"ntos -8 %

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28 29 30 31 32 33 34 35 36

  Cota terreno (m) Prof de +'ca,ación (m) Cota Solera (m) Pend.

Di$e-o Inicial Final Inicial Final Promedio Inicial Final

1.50 2525.50 2524.4) 1.20 1.20 1.20 2524.)0 252).2) 0.,)1

1.50 2524.4) 2522.91 1.20 1.20 1.20 252).2) 2521.$1 1.115

1.50 2524.10 2522.91 1.20 1.20 1.20 2522.90 2521.$1 0.942

1.50 2522.91 2522.51 1.20 1.)9 1.)0 2521.$1 2521.12 0.496

1.50 2525.56 2524.95 1.20 1.20 1.20 2524.)6 252).$5 0.561

1.50 2524.95 2524.0, 1.20 1.20 1.20 252).$5 2522.,, 0.62$

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1.50 2524.40 2524.0, 1.20 1.42 1.)1 252).20 2522.66 0.496

1.50 2524.0, 2522.51 1.42 1.20 1.)1 2522.66 2521.)1 0.990

1.50 2524.02 2524.0, 1.20 1.62 1.41 2522.,2 2522.46 0.))1

1.50 2524.0, 2522.51 1.62 1.20 1.41 2522.46 2521.)1 0.,44

1.$6 2522.51 2522.12 1.)9 1.5$ 1.4, 2521.12 2520.55 0.490

1.50 2524.0, 2524.6) 1.20 1.56 1.), 252).60 252).0$ 0.499

1.50 2524.6) 252).$, 1.56 1.)0 1.4) 252).0$ 2522.4, 0.49$1.50 2524.05 252).$, 1.20 1.46 1.)) 2522.,5 2522.)2 0.499

1.50 252).$, 2522.12 1.46 1.20 1.)) 2522.)2 2520.92 1.02$

1.50 2524.06 252).9) 1.20 1.60 1.40 2522.,6 2522.)) 0.499

1.50 2524.00 252).9) 1.20 1.66 1.4) 2522.,0 2522.2$ 0.499

1.50 252).9) 2522.12 1.66 1.20 1.4) 2522.2$ 2520.92 0.990

2.1$ 2522.12 2521.$) 1.5$ 1.69 1.6) 2520.55 2520.04 0.4)9

1.50 2524.62 2524.41 1.20 1.5) 1.)$ 252).42 2522.,, 0.496

1.50 2524.41 252).52 1.5) 1.2) 1.), 2522.,, 2522.29 0.49$

1.50 252).$6 252).52 1.20 1.50 1.)5 2522.56 2522.02 0.496

1.50 252).52 2521.$) 1.50 1.25 1.), 2522.02 2520.4, 1.1)0

1.50 252).91 2521.$) 1.20 1.20 1.20 2522.$1 2520.5) 1.$26

2.$2 2521.$) 2520.6, 1.69 1.25 1.4$ 2520.04 2519.4) 0.519

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37 38 39 40 41 42 43 44 45

Diam. (mm)/0gimen "idralico

/" (m) 1 (m#$) * (L#$) 2#* ,#1 d#D r3#/3 , (m#$)

100 0.025 0.$, o( 6.12 0.25 0.,22 1.500 0.$45 0.99$

100 0.025 0.90 o( $.09 0.21 0.$92 1.500 0.$04 1.)),

100 0.025 0.,) o( 6.52 0.2) 0.,1) 1.600 0.$)2 1.1)1

100 0.025 0.60 o( 4.$) 0.)2 0.,,2 1.500 0.,2, 0.642

100 0.025 0.64 o( 5.0) 0.)0 0.,66 1.500 0.,06 0.6$)

100 0.025 0.6, o( 5.)2 0.2, 0.,5, 1.500 0.$94 0.$52

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100 0.025 0.60 o( 4.$) 0.)2 0.,,2 1.500 0.,2, 0.650

100 0.025 0.,5 o( 6.6, 0.22 0.,02 1.500 0.$1, 1.29,

100 0.025 0.49 o( ).,6 0.)9 0.,,2 1.500 0.,2, 0.46$

100 0.025 0.$9 o( 6.1$ 0.24 0.,22 1.500 0.$45 1.190

150 0.0)$5 0.$, o( 1).,6 0.1) 0.6$5 1.500 0.555 0.$25

100 0.025 0.60 o( 4.$4 0.)2 0.,,2 1.500 0.,2, 0.6,,

100 0.025 0.60 o( 4.$) 0.)2 0.,,2 1.500 0.,2, 0.$10100 0.025 0.60 o( 4.$4 0.)2 0.,,2 1.600 0.,2, 0.66)

100 0.025 0.,$ o( 6.,1 0.22 0.,02 1.500 0.$1, 1.)66

100 0.025 0.60 o( 4.$4 0.)2 0.,,2 1.500 0.,2, 0.69,

100 0.025 0.60 o( 4.$4 0.)2 0.,,2 1.500 0.,2, 0.$1)

100 0.025 0.,5 o( 6.6, 0.22 0.,02 1.500 0.$1, 1.416

150 0.0)$5 0.$4 o( 1).11 0.1$ 0.$)) 1.000 0.62$ 0.$15

100 0.025 0.60 o( 4.$) 0.)2 0.,,2 1.500 0.,2, 0.6$$

100 0.025 0.60 o( 4.$) 0.)2 0.,,2 1.500 0.,2, 0.6,5

100 0.025 0.60 o( 4.$) 0.)2 0.,,2 1.400 0.,2, 0.6$0

100 0.025 0.91 o( $.14 0.21 0.$92 1.500 0.$04 1.554

100 0.025 1.12 o( ,.,2 0.1$ 0.$46 1.600 0.644 2.0$1

150 0.0)$5 0.,1 o( 14.2$ 0.19 0.$$0 1.500 0.6$5 0.$6)

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46 47 48 49 50 51 52 53

1c (m#$)1olumen (m4)

d (mm) r3 (m) +'ca,ación ama de aren /elleno

150 o( 0.01,6 2.56 1.52 o( 0.5 $$.2, 6.44 $0.,4

150 o( 0.01$6 2.49 1.9) o( 0.5 ,1.$, 6.,2 $4.9$

160 o( 0.01,) 2.54 1.69 o( 0.5 $5.$, 6.)2 69.4$

150 o( 0.020$ 2.$ 1.01 o( 0.5 $$.0, 5.95 $1.1)

150 o( 0.0202 2.6$ 1.11 o( 0.5 65.2, 5.44 59.,4

150 o( 0.0199 2.65 1.22 o( 0.5 ,).26 6.94 $6.)2

en$ióntracti,a(N#m5)

Anc3o 6an7a(m)

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150 o( 0.020$ 2.$ 1.01 o( 0.5 $1.26 5.44 65.,2

150 o( 0.01,0 2.52 1.$4 o( 0.5 ,9.2, 6.,2 ,2.46

150 o( 0.020$ 2.$ 0.6$ o( 0.5 $6.$0 5.44 $1.26

150 o( 0.01,6 2.56 1.54 o( 0.5 96.09 6.,2 ,9.2,

225 o( 0.020, 2.$1 1.00 o( 0.6 10).2$ 6.9, 96.)0

150 o( 0.020$ 2.$ 1.01 o( 0.5 $).)5 5.)2 6,.0)

150 o( 0.020$ 2.$ 1.01 o( 0.5 ,4.94 5.94 $9.00160 o( 0.020$ 2.$ 1.01 o( 0.5 $0.69 5.)2 65.)$

150 o( 0.01,0 2.52 1.,1 o( 0.5 90.64 6.,2 ,).,2

150 o( 0.020$ 2.$ 1.01 o( 0.5 $4.41 5.)2 69.10

150 o( 0.020$ 2.$ 1.01 o( 0.5 $6.00 5.)2 $0.69

150 o( 0.01,0 2.52 1.$4 o( 0.5 9$.45 6.,2 90.64

150 o( 0.02)5 2.,, 1.01 o( 0.6 11).$4 6.9, 106.$6

150 o( 0.020$ 2.$ 1.01 o( 0.5 $4.26 5.44 6,.,2

150 o( 0.020$ 2.$ 1.01 o( 0.5 ,1.9$ 5.94 $6.0)

140 o( 0.020$ 2.$ 1.01 o( 0.5 $).44 5.44 6,.00

150 o( 0.01$6 2.49 1.95 o( 0.5 9).$1 6.,2 ,6.,9160 o( 0.0161 2.), 2.$) o( 0.5 $5.$, 6.)2 69.4$

225 o( 0.025) 2.99 1.29 o( 0.6 10).61 $.05 96.56

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54

8b$er,acione$

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 )L*)+,$,

15619540

16058

2977

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0.00005

1000

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