Trabajo Final Corregido de Saneamiento (Calculo)

8/17/2019 Trabajo Final Corregido de Saneamiento (Calculo)

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TRABAJO FI

POBLACIÓN:SISTEMA 1 :

DATOS

AÑO POBLACIÓN (habitantes

1960 250000

1975 370000

1993 570000

!"!#$e%i#

P (M. Arit.) = Po +

P (M. I.S.) = Po (1

P (M. Geom.)= (Po) ((r

SISTEMA & :

DATOS


1960 70000

1975 105000

1993 160000

!"!#$e%i# '

P (M. Arit.) = Po +

P (M. I.S.) = Po (1



2/18

CALCLO:SISTEMA 1 :

Qp = (92315 ! 250) " 6#00 =

Qm$ = Qp ! 1.3 = 3356.51

Q%o&$ = Qm$ + 'Per$ = 3692.16

Q%o&$ = 3.69 m3

T!a$# 1)* :S = 1.39 m"m

Qe = 32.0#9#22927 "*

Q& = 259.35 "*

= 63.9# ,

Q = 259.35 "*

T!a$# *)+ :S = 2.0 m"m

Qe = 1215.3#70#71135 "*

Q& = 2#76.1 "*

= 52.## ,

Q = 2#76.1 "*

SISTEMA & :

Qp = (251062 ! 250) " 6#00 =

Qm$ = Qp ! 1.3 = 9##.39

Q%o&$ = Qm$ + 'Per$ = 103.3

Q%o&$ = 1.0# m3

T!a$# *)+ :Qimp = Qm$ ! (2#"1) = 1259.1

A = Q " A = 0.#

0.#

= 1.03

= #1.35

F#!$,-a %e B!esse: = () (Qimp) =

= 60.##

prom = 50.90

prom = 52

()(^2)"# =


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1259.1 = (0.000#26#) (100) (52^2.63) ((

ft = 22.25 m

/ = 5 - 2 = 30.00

Pmi& = 20 m

= ft + / + Pmi&

= 72.25 m

Pot = ((Qimp) ()) " ((75) (e))

Pot = 2021.77 P

Pot = 2022.00 P


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AL DE SANEAMIENTO Y ALCANTARILLADO AMBI

000.000 0.032 1.026

11111.111 0.030 1.02#

------- ------- -------

9555.556 0.031 1.025

(r) (t - tf) = 770666.667

(r) (t- to)) = 9#12#9.730

) ̂ (t - to)) = 965026.##

2333.333 0.0333333333 1.027

3055.556 0.029 1.02#

------- ------- -------

269#.### 0.031 1.026

(r) (t - tf) = 21653.333

(r) (t- to)) = 26#.9

) ̂ (t - to)) = 271711.771

M.t#%#A!it$eti/#

M.t#%# Inte!esSi$"-e

M.t#%#0e#$et!i/#

! ' (P(i1)Pi2(t(i1)ti

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)

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M.t#%#A!it$eti/#


M.t#%#0e#$et!i/#

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5/18


6/18

t " #.5) ^ 0.5#)

m


7/18

NTAL

9231#.2 = 92315.00 it&te*

251061.33 = 251062.00 it&te*


8/18


9/18


10/18

POBLACIÓN:SISTEMA 1 :

N,$e!# %e habitantes "a!a e- a4# &51*

DATOS


1960 250000

1975 370000

1993 570000

!"!#$e%i#

P (M. Arit.) = Po +

P (M. I.S.) = Po (1


M. Pro

370000 = A!(15^2)

670000 = A!(33^2)

P = 1235090.909

SISTEMA & :

250000 = A!(0^2)


11/18

DATOS


1960 700001975 105000

1993 160000

!"!#$e%i# '

P (M. Arit.) = Po +

P (M. I.S.) = Po (1


CALCLO:SISTEMA 1 :

Qp = (92315 ! 250) " 6#00 =

Qm$ = Qp ! 1.3 = 3356.51

Q%o&$ = Qm$ + 'Per$ = 3692.16

Q%o&$ = 3.69 m3"*

T!a$# 1)* :S = 1.39 m"m

Qe = 32.0 "*

Q& = 259.35 "*

= 63.9# ,

imetro %omer%i =

Q = 259.35 "*

T!a$# *)+ :S = 2.0 m"m

Qe = 1215.3#70#71135 "*Q& = 2#76.1 "*

= 52.## ,

Q = 2#76.1 "*

SISTEMA 1 :


12/18

Qp = (251062 ! 250) " 6#00 =

Qm$ = Qp ! 1.3 = 9##.39

Q%o&$ = Qm$ + 'Per$ = 103.3

Q%o&$ = 1.0# m3

T!a$# *)+ :

Qimp = Qm$ ! (2#"1) = 1259.1A = Q " A = 0.#

0.#

= 1.03

= #1.35

F#!$,-a %e B!esse: = () (Qimp) =

= 60.##

prom = 50.90prom = 52

1259.1 = (0.000#26#) (100) (52^2.63) ((ft " #.5) ^ 0

ft = 22.25 m

/ = 5 - 2 = 30.00

Pmi& = 20 m

= ft + / + Pmi&

= 72.25 m

Pot = ((Qimp) ()) " ((75) (e))

Pot = 2021.77 P

Pot = 2022.00 P

()(^2)"# =


13/18

6t ' t(n) t#

000.000 0.032 1.026 0

11111.111 0.030 1.02# 15

------- ------- ------- 33

9555.556 0.031 1.025

(r) (t - tf) = 770666.667

(r) (t- to)) = 9#12#9.730

) ̂ (t - to)) = 965026.##

8 = 250000

!(15) + 8 225A + 15 + 8 = 370000

!(33) + 8 109A + 33 + 8 = 670000

225A + 15 + 250000 = 370000

225A + 15 = 120000

15A + = 000

= 000 - 15A

109A + 33 + 8 = 670000

109A + (33)(000 - 15A) + 250000 = 670000

109A + 26#000 - #95A = #20000

59#A = 156000

A = 262.63 = #060.61

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Met#%# %ePa!ab#-a

! ' (P(i1)Pi2(t(i1)ti


! '(P(i12Pi3

(12(t(i1)(ti

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+ !(0) + 8


14/18

6t ' t(n) t#

2333.333 0.0333333333 1.027 03055.556 0.029 1.02# 15

------- ------- ------- 33

269#.### 0.031 1.026

(r) (t - tf) = 21653.333

(r) (t- to)) = 26#.9

) ̂ (t - to)) = 271711.771

251.93 "*

"*

"*

M.t#%#A!it$eti/#


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15/18

726.#5 "*

"*

"*

"*

m

,

1.511 m

,

,, (%omer%i)

.5#)

m

m


16/18

9231#.2 = 92315.00 it&te*

A 8

0 0 1 A 250000

225 15 1 370000

109 33 1 8 670000

0.002020202

0.002020202 0 0.00163502 262.6262626

-0.096969697 0.122 -0.025252525 #060.606061

1 0 0 250000


17/18

251061.33 = 251062.00 it&te*


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Trabajo Final Corregido de Saneamiento (Calculo)

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