Ejercicio de Alcantarillado

August 5, 2022 | Author: Anonymous | Category: N/A

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UPN-ABASTECIMIENTOS IENTOS DE AGUA Y ALCANT ALCANTARILLADO ARILLADO UPN-ABASTECIM

EJERCICIO DE ALCANTARILLADO-2016II-UPN Di)ea" el )i)tema #e alcanta"illa#o /a"a el c"o(i) a#(nto. a#(nto. La) manzana) )on #e 63m #e la"$o /o" 58m #e anc*o  la) calle) tienen 8m. l a"ea e) oc(/a#a /o" "e)i#encia) m(lti!amilia"e) ia"e) con ( Con)i#e"a" in!iltacione) #e b(zone) #e 432 lt)+#ia. 1

2

3

63

4

58

5

6

9

7

10

13

11

14

8

12

15

16

SOLUCION -

Coe!iciente #e manin$ %n%

=

-

A"ea #e la) manzana) Den)i#a# /oblacion act(al

= = =

0.01 3.29 *a 910 Pe"+*a 2993 /e"

ALUMNO: MAMANI GUTIERREZ CESAR

-

Di&met"o #e '(zón

=

-

Lon$it(# total Ca(#al (nita"io ,(nt ca(#al #e n!ilt"ación

= = =

1.20 m 1.20 m 1615.2 m 1615.2 m 0. 0.01012 lt+)+m 432 l+#

-

BZ 1

COTA 2710.28

2 3 4 5 6 7 8

2710.06 2709.80 2709.65 2710.43 2710.65 2709.89 2709.09

9 10 11 12 13 14 15 16

2710.15 2710.38 2709.61 2708.81 2709.25 2709.58 2708.21 2707.97

L manzana A manzana Calle Población Dotación n!ilt"ación

= = = = = =

UPN-ABASTECIMIENTOS DE AGUA Y ALCANTARILLADO

-

a)a #e c"ecimiento Poblacion !(t("a / 1

= = = =

-

2 m# m* Ca(#al #e cont"ib(ción

= = = =

N' Buzón D

0.9 3 5 32 / e " 1 0 . 2 2 0 lt + ) 1.3

-

ca(#al inicial mnimo

CF Su9. ,3n,

0.005

2 13 13.286 lt+) 20 20.440 lt+) 1 6 . 3 5 1 8 5 2 lt + )

Alt. Buzón

COTAS DE TAPA Y FONDO CT Su9. ,3n,

=

CT In4. ,3n,

Alt. Buzón

CF In4. ,3n,

L(n). L(n).R+l C+u/+l T*+,( , T*+,( , In+l l3

C+u/+l t*+,( l3

C+u/+l 4n+l l3

55 /37( t*+,(

Pn/. Tu8. (((

Pn/. T**. (((

Pn/. l). (((

D+,. C+l. 9ul)

Al 1

! 2710.28

1.20 270 2709. 9.08 08

271 2710.4 0.433

1."0 2708.53 66.00

64.80

0.00!

0 .6 5 6

0 .6 6 1

1 .5

4 .5 5

8 .3 3

8 .3 3

1 .7 6 8

!

" 2710.43

1."0 270 2708. 8.53 53

271 2710.1 0.155

2.00 2708.15 66.00

64.80

0.666

0 .6 5 6

1 .3 2 2

1 .5

4 .5 5

5 .7 6

5 .7 6

2 .4 5 7

"

1# 2710.15

2.00 270 2708. 8.15 15

270 2709.2 9.255

1.$0 2707.85 66.00

64.80

1."%%

0 .6 5 6

2 .6 4 4

2.64

3 .9 8

4 .5 5

4 .5 5

3 .3 3 1

1#

1$ 2709.25

1.$0 270 2707. 7.85 85

270 2709.5 9.588

1."! 2707.63 &1.00

69.80

$.6#2

0 .7 0 7

5 .3 3 9

5.34

2 .6 8

3 .1 0

3 .1 0

4 .6 5 8

1

2 2710.28

1.20 270 2709. 9.08 08

271 2710.0 0.066

1.60 2708.46 &1.00

69.80

0.000

0 .7 0 7

0 .7 0 7

1 .5

0 .0 0

8 .7 3

8 .7 3

1 .7 9 7

2

6 2710.06

1.60 270 2708. 8.46 46

271 2710.6 0.655

2.00 2708.65 66.00

64.80

0.&0&

0 .6 5 6

1 .3 6 3

1 .5

6 .4 8

-2.88

6 .4 8

2 .4 3 1

!

6 2710.43

1.20 270 2709. 9.23 23

271 2710.6 0.655

2.00 2708.65 &1.00

69.80

0.000

0 .7 0 7

0 .7 0 7

1 .5

0 .0 0

8 .1 7

8 .1 7

1 .8 1 9

6

10 2710.65

2708. 8.65 65 2.00 270

271 2710.3 0.388

2.00 2708.38 66.00

64.80

2.06"

0 .6 5 6

2 .7 2 5

2.73

3 .9 1

4 .0 9

4 .0 9

3 .4 3 6

"

10 2710.15

1.20 270 2708. 8.95 95

271 2710.3 0.388

2.00 2708.38 &1.00

69.80

0.000

0 .7 0 7

0 .7 0 7

1 .5

0 .0 0

8 .0 3

8 .0 3

1 .8 2 5

10

1$ 2710.38

2.00 270 2708. 8.38 38

270 2709.5 9.588

1."! 2707.63 66.00

64.80

#.$#2

0 .6 5 6

4 .0 8 8

4.09

3 .0 8

11.36

11.36

3 .3 0 3

1$

1! 2709.58

1."! 270 2707. 7.63 63

270 2708.2 8.211

1.20 2707.01 &1.00

69.80

".$2&

00..707

1 0 .1 3 3

1 0 .1 3

1 .9 2

8 .7 3

8 .7 3

4 .8 7 8

2

# 2710.06

1.20 270 2708. 8.86 86

270 2709.8 9.800

1.!! 2708.25 &1.00

69.80

0.000

0 .7 0 7

0 .7 0 7

1 .5

0 .0 0

8 .5 9

8 .5 9

1 .8 0 2

#

& 2709.80

1.!! 270 2708. 8.25 25

270 2709.8 9.899

1.20 2708.69 66.00

64.80

0.&0&

0 .6 5 6

1 .3 6 3

1 .5

6 .4 8

-6.67

6 .4 8

2 .4 3 1

6

& 2710.65

1.20 270 2709. 9.45 45

270 2709.8 9.899

1.20 2708.69 &1.00

69.80

0.000

0 .7 0 7

0 .7 0 7

1 .5

0 .0 0

1 0 .7 0

1 0 .7 0

1 .7 3 0

&

11 2709.89

1.20 270 2708. 8.69 69

270 2709.6 9.611

1.20 2708.41 66.00

64.80

2.06"

0 .6 5 6

2 .7 2 5

2.73

3 .9 1

4 .2 4

4 .2 4

3 .4 1 3

10

11 2710.38

1.20 270 2709. 9.18 18

270 2709.6 9.611

1.20 2708.41 &1.00

69.80

0.000

0 .7 0 7

0 .7 0 7

1 .5

0 .0 0

1 0 .8 5

1 0 .8 5

1 .7 2 5

#.$#2

11

1! 2709.61

1.20 270 2708. 8.41 41

270 2708.2 8.211

1.20 2707.01 66.00

64.80

00..656

4 .0 8 8

4.09

3 .0 8

2 1 .2 1

2 1 .2 1

2 .9 3 8

1!

16 2708.21

1.20 270 2707. 7.01 01

270 2707.9 7.977

1.20 2706.77 &1.00

69.80 1$.221

0 .7 0 7

1 4 .9 2 8

1 4 .9 3

1 .5 8

3 .3 8

3 .3 8

6 .7 3 9

#

$ 2709.80

1.20 270 2708. 8.60 60

270 2709.6 9.655

1.6! 2708.00 &1.00

69.80

0 .7 0 7

0 .7 0 7

1 .5

0 .0 0

8 .4 5

8 .4 5

1 .8 0 8

ALUMNO: MAMANI GUTIERREZ CESAR

0.000

D+,. A3 9u

UPN-ABASTECIMIENTOS IMIENTOS DE AGUA Y ALCANT ALCANTARILLADO ARILLADO UPN-ABASTEC

% 2709.65 1.6! 27 2708. 08.00 00

270 2709. 9.09 09 1.20

2707.89 66.00

64.80

0.&0&

0.656

&

% 2709.89 1.20 27 2708. 08.69 69

270 2709. 9.09 09 1.20

2707.89 &1.00

69.80

0.000

0.707

%

12 2709.09 1.20 27 2707. 07.89 89

270 2708. 8.81 81 1.20

2707.61 66.00

64.80

2.06"

0.656

11 12

12 2709.61 1.20 27 2708. 08.41 41 16 2708.81 1.20 27 2707. 07.61 61

270 2708. 8.81 81 1.20 270 2707. 7.97 97 1.20

2707.61 &1.00 2706.77 66.00

69.80 64.80

0.000 #.$#2

0.707 0.656 0.

0.707 4.088

$

1.363

1.5

6 .4 8

1 .6 7

6.48

2 .4 3 1

0.707

1.5

0 .0 0

11.27

11.27

1 .7 1 3

2.725

2.73

3 .9 1

4 .2 4

4.24

3 .4 1 3

1.5 4.09

0 .0 0 3 .0 8

11.27 12.73

11.27 1 2 .7 3

1 .7 1 3 3 .2 3 4

CRO:UIS

2710.28 1.20 2 7 0 9 .0 8

1     %     6    =    ;     C     :     P .     '          

2710.06 1.60 2 7 0 8 .4 6

'. P:C ;=6%

         3     3 .     8    =     <    m     6    =     L

    %     6    =    ;     C     :

2710.43 1.90 2 7 0 8 .5 3

2

L=71m

Ejercicio de Alcantarillado

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