linea de impulsion.xlsba

7/26/2019 Linea de Impulsion.xlsbA

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PONTIFICIA UNIVERSIDAD CATOLICA MADRE Y MAESTRAMEMORIA DESCRIPTIVA PROYECTO FINAL

MAESTRIA INGENIERIA AMBIENTAL

POBLACIONES Y CAUDALES DEL PROYECTO

No. de solares 1032 UnidadesArea comercial 4500.00 m2Area verde 5000.00 m2No. de personas por solar 5.50 Habitantes

poblacin actual 5676 Habitantes

taa de crecimiento anual 2.50 !

periodo de dise"o 20.00 a"os

#301 Habitantes

$otacin por %abitantes. 300.00 &it'diario.$otacin (rea comercial 6.00 &it'm2'diario.$otacin (rea verde 2.00 &it'm2'diario.)oe*iciente de variacin diaria 1.25 adim.)oe*iciente de variacin %oraria 2.00 adim.

)audal medio diario +med.diario 32.72 &it'se,.)audal m(-imo diario +m(-.diario 40.#0 &it'se,.)audal m(-imo %orario +m(-. Horario 65.45 &it'se,.

poblacin *utura */01n


2/23



II.- DISEO DEL ESTANQUE

1.- Capacidad de Ta!"#e de A$ace!a$ie!%&

Re'#aci(!olumen diario promedio/med. med./+med.- t 227.24iempo de llenado t/1d8a/6400 se,

)oe*iciente de almacenamiento 2592 ! 25.00 !

olumen de almacenamiento/a 706.1

Va )*+.,1

V$e! p& I!ce!di&iempo de duracin 4.00 %oras.)audal para incendio +i 16.00 lit'se,

olumen de incendio /i i/+i.- t 230.40

Vi /*.0*

V$e! p& epaaci(!iempo de duracin 4.00 %oras.

:ts.3

:ts.3

M%./

:ts.3

M%./


3/23

olumen de reparacin/r /+med.- t 471.21

V 0)1.1

olumen total de almacenamiento / total 140.42

V%&%a2 Va3Vi3 V 140*,.0

Usar dimensiones interiores de; 117.02

Altura 5.00mts.


4/23



.- L5!ea de i$p#i(!.

)audal medio diario/ +med 32.72 lit'se,N>mero de %oras de bombeo/N 16.00 %oras

)audal a bombear en el periodo +b/+med ? 24'N 4#.0 &it'se,.

$i(metro tuber8a 12.00 =ul,.&on,itud tuber8a 245.17 mts.

0.000001044)oe*iciente %asem@iliams/) 140

3.## :ts.

=Brdida locales/%m 0.60 mts

elocidad 0.41 :ts.'se,.

$i*erencia de nivel del terreno./cota1@cota2/d* 20.00 :ts.

Altura $in(mica otal /$H/C%m$D 24.5# :ts.

20.36 H=. 76 N

Ua d& 6&$6a de 7*.** 8P. U!a de ee9a.

/.- Cac#& de NPS8 dip&!i6e

=resin EaromBtrica a 25 msnm 15 m

0.24 m

altura de succin por ser sumer,ible 0.00 m

14.76 m

2.40 m

)oe*iciente/

=Brdida tuber8a/C/LQ^1.85

=otencia de la bomba/ *Qb*TDH

presin de vapor de a,ua a 20 0c

NPS8dip

.

NPS8e"

.


5/23

oF

0.- Cac#& G&pe de aie%e

:odulo de elasticidad del material G 2000000000 F,'m2=eso espec8*ico del a,ua 1000 F,'m3

Aceleracion de la ,ravedad , #. m'se,2:odulo de elasticidad del a,ua F/ 20000000000 F,'m2$i(metro tuber8a e-terior d/4Ipvc 0.1016 m$i(metro tuber8a interior e 0.0#76 m

Area tuber8a 0.0010733# m2

elocidad 0 6.054262#22

=resin Jolpe de ariete 6550053.147 F,'m2 1.1704#G012#301.5#24 101#1.0#5

=Brdida locales/%m 10.75414410116.#23

elocidad 133#42#.36#

$i*erencia de nivel del terreno./cota1@cota2/d*

Altura $in(mica otal /$H/C%m$D

NPS8dip

. : NPS8e"

.

=Brdida tuber8a/C/LQ^1.85


6/23

0.- Die;& C


7/23


8/23


9/23

264.1 Jals.


10/23


11/23

0.0500.0025064

0.0010733#

102

LLLLLL

LLL

144


12/23


13/23

es. Gl =re,reso Gdi*. 1@E Apto. 21 &iceM Al :edio Kt,o. ep. $om. el.;#70@5024 M )el.;7

Die;& Red A'#a Reid#

Via Ma'i%eia Yap# D#

GJKO &ONJU$GK :K )A&&GK =OE&A)ON JAKO &=

CALLE $G& A& A:O EUAA A)U:U& A)U:U& A)U:U&A$A )OGD)

GN )U)G tramo *ut. tramo present. A). DU. HA:ON :N :

)alle 1 1 2 2.75 0.00 2.75 2.75 62 62 3.0 0.0 0.

)alle 1 2 3 2.0 0.00 57.55 57.55 124 124 3.0 0.15 1.

)alle 1 3 4 2.75 0.00 6.30 6.30 16 16 3.0 0.23 1.

)alle 1 4 5 #0.00 0.00 176.30 176.30 37# 37# 3.0 0.46 3.

)alle 1 5 6 45.60 0.00 221.#0 221.#0 477 477 3.0 0.5 4.

)alle 1 6 7 4.65 0.00 306.55 306.55 65# 65# 3.0 0.0 6.

)alle 1 7 ##.75 0.00 406.30 406.30 74 74 3.0 1.06 .

)alle # 10 77.00 0.00 77.00 77.00 166 166 3.0 0.20 1.

)alle 2 10 11 53.50 0.00 130.50 130.50 21 21 3.0 0.34 2.

)alle 2 11 12 55.47 0.00 15.#7 15.#7 400 400 3.0 0.4# 3.

)alle 2 12 13 55.4 0.00 241.45 241.45 51# 51# 3.0 0.63 4.

)alle 2 13 14 52.00 0.00 2#3.45 2#3.45 631 631 3.0 0.77 5.

)alle 2 14 15 5.#5 0.00 352.40 352.40 75 75 3.0 0.#2 7.

)alle 2 15 16 52.13 0.00 404.53 404.53 70 70 3.0 1.06 .

)alle 2 16 17 32.7 0.00 437.40 437.40 #41 #41 3.0 1.14 .

)alle 2 17 1 4.25 0.00 521.65 521.65 1122 1122 3.77 1.36 10

)alle 3 1# 20 57.40 0.00 57.40 57.40 123 123 3.0 0.15 1.

)alle 3 20 21 55.47 0.00 112.7 112.7 243 243 3.0 0.2# 2.

)alle 3 21 22 55.4 0.00 16.35 16.35 362 362 3.0 0.44 3.

)alle 3 22 23 55.47 0.00 223.2 223.2 41 41 3.0 0.5 4.

)alle 3 23 24 55.4 0.00 27#.30 27#.30 601 601 3.0 0.73 5.


14/23







)alle 3 24 25 50.36 0.00 32#.66 32#.66 70# 70# 3.0 0.6 6.

)alle 3 25 26 50.37 0.00 30.03 30.03 17 17 3.0 0.## 7.

)alle 4 27 2 #5.0 0.00 #5.0 #5.0 206 206 3.0 0.25 1.

)alle 4 2 2# 55.47 0.00 151.27 151.27 325 325 3.0 0.40 3.

)alle 4 2# 30 55.4 0.00 206.75 206.75 445 445 3.0 0.54 4.

)alle 4 30 31 #6.20 0.00 302.#5 302.#5 652 652 3.0 0.7# 6.

)alle 5 32 33 46.50 13.60 15.10 15.10 4054 4054 3.33 4.#3 32

)alle 5 34 33 60.00 0.00 60.00 60.00 12# 12# 3.0 0.16 1.

)alle 5 33 35 57.00 60.00 2002.10 2002.10 4306 4306 3.30 5.23 34

)alle :ar,inal 35 31 50.00 2002.10 2052.10 2052.10 4413 4413 3.2# 5.36 35

)alle :ar,inal 31 26 50.00 302.#5 2405.05 2405.05 5172 5172 3.23 6.2# 40

)alle :ar,inal 26 1 50.00 30.03 235.0 235.0 60#7 60#7 3.16 7.41 46

)alle :ar,inal 1 50.00 521.65 3406.73 3406.73 7326 7326 3.0# .#0 54

)alle :ar,inal )ora 10.00 406.30 313.03 313.03 200 200 3.04 #.#7 60

)alle K 36 37 77.00 0.00 77.00 77.00 166 166 3.0 0.20 1.

)alle 2 37 3# 21.75 0.00 #.75 #.75 212 212 3.0 0.26 1.

)alle 3 41 77.00 0.00 77.00 77.00 166 166 3.0 0.20 1.

)alle 2 40 41 2.70 0.00 2.70 2.70 62 62 3.0 0.0 0.

)alle 2 41 3# 25.50 77.00 131.20 131.20 22 22 3.0 0.34 2.


15/23







)alle U 3# 43 46.50 22#.#5 276.45 276.45 5#5 5#5 3.0 0.72 5

)alle 3 42 43 6.40 0.00 6.40 6.40 147 147 3.0 0.1 1

)alle 3 43 44 62.25 276.45 407.10 407.10 75 75 3.0 1.06

)alle 3 1# 45 42.10 0.00 42.10 42.10 #1 #1 3.0 0.11 0

)alle 3 45 44 16.50 0.00 5.60 5.60 126 126 3.0 0.15 1

)alle R 44 46 46.50 465.70 512.20 512.20 1101 1101 3.77 1.34 10

)alle 4 47 4 5#.70 0.00 5#.70 5#.70 12 12 3.0 0.16 1

)alle 4 4 46 5#.70 0.00 11#.40 11#.40 257 257 3.0 0.31 2

)alle 4 27 4# 5.00 0.00 5.00 5.00 125 125 3.0 0.15 1

)alle 4 4# 46 5.00 0.00 116.00 116.00 24# 24# 3.0 0.30 2

)alle R 46 50 46.50 235.40 7#4.10 7#4.10 170 170 3.64 2.0 15

)alle 5 51 50 5.0 0.00 5.0 5.0 15 15 3.0 0.22 1

)alle 5 50 52 73.20 7#4.10 #53.10 #53.10 2050 2050 3.5 2.4# 17

)alle 5 54 52 46.50 0.00 46.50 46.50 100 100 3.0 0.12 0

)alle & 52 53 100.00 ###.60 10##.60 10##.60 2365 2365 3.53 2.7 20

&indero 53 55 50.00 0.00 114#.60 114#.60 2472 2472 3.51 3.00 21

)alle 5 56 54 46.50 0.00 46.50 46.50 100 100 3.0 0.12 0

)alle : 54 55 #0.00 46.50 136.50 136.50 2#4 2#4 3.0 0.36 2

&indero 55 57 50.00 136.50 1336.10 1336.10 273 273 3.46 3.4# 24

)alle 5 5 56 46.50 0.00 46.50 46.50 100 100 3.0 0.12 0

)alle N 56 56@A 30.00 46.50 76.50 76.50 165 165 3.0 0.20 1

)alle N 56@A 57 30.00 0.00 106.50 106.50 22# 22# 3.0 0.2 2

&indero 57 5# 50.00 106.50 14#2.60 14#2.60 3210 3210 3.42 3.#0 26

)alle 5 60 5 46.50 0.00 46.50 46.50 100 100 3.0 0.12 0


16/23


Die;& Red A'#a Reid#a

Via Ma'i%eia Yap# D#$

GJKO &ONJU$GK :K )A&&GK =OE&A)ON JAKO &=K


GN )U)G tramo *ut. tramo present. A). DU. HA:ON :N :AQ

)alle + 5 5@A 25.00 46.50 71.50 71.50 154 154 3.0 0.1# 1.42

)alle + 5@A 5# 25.00 0.00 #6.50 #6.50 20 20 3.0 0.25 1.#2

&indero 5# 61 46.50 #6.50 1635.60 1635.60 3517 3517 3.3 4.27 2.#2

)alle 5 32 60 46.50 0.00 46.50 46.50 100 100 3.0 0.12 0.#2

)alle = 60 60@A 25.00 46.50 71.50 71.50 154 154 3.0 0.1# 1.42

)alle = 60@A 61 25.00 0.00 #6.50 #6.50 20 20 3.0 0.25 1.#2

&indero 61 62 46.50 #6.50 177.60 177.60 325 325 3.0 4.65 35.33

)alle ) 32 32@A 30.00 0.00 30.00 30.00 65 65 3.0 0.0 0.60)alle ) 32@A 62 30.00 0.00 60.00 60.00 12# 12# 3.0 0.16 1.1#

323.03


17/23

es. Gl =re,reso Gdi*. 1@E Apto. 21 &iceM Al :edio Kt,o. ep. $om. el.;#70@5024 M )el.;762@145

Die;& Red A'#a Reid#ae

Via Ma'i%eia Yap# D#$i%

K $A:. )OA UEO DUN)ONA:GNO H$AU&)O )ONO&

:&GK:AK =U&J UEO &&GNO =GN$ )OG GQ)AA)

G UEO AN =OK + &=K &=K UEO AN =OK mt3

170.0# #0.00 11#.25 116.66 102.6# 3.14 #0.00 3.50 1.20 60.77

170.14 #0.00 114.35 111.76 102.6# 3.14 #0.00 3.51 1.20 61.07

16#.74 5.00 10#.32 106. ##.0 3.05 5.00 3.64 1.20 62.67

10.00 10.00 106. 105.# 34.23 1.05 10.00 1.20 1.20 #7.50

6.1 0.00 105.70 102.05 #6.2 2.#6 0.00 1.4 1.20 55.11

6#.5 6#.5 102.05 #6.16 #0.2# 2.76 6#.5 1.20 1.20 #1.56

31. 31. #6.16 #2.# 61.12 1.7 31. 1.20 1.20 107.#

42.21 42.21 115.51 112.26 70.33 2.15 42.21 1.20 1.20 3.16

2.22 2.22 112.26 110.75 57.51 1.76 2.22 1.20 1.20 57.7

50.30 50.30 110.75 107.#6 76.77 2.35 50.30 1.20 1.20 5#.#1

50.2# 50.2# 107.#6 105.17 76.76 2.35 50.2# 1.20 1.20 5#.#2

35.5 35.5 105.17 103.32 64.57 1.#7 35.5 1.20 1.20 56.16

31.3 31.3 103.32 101.47 60.64 1.5 31.3 1.20 1.20 63.67

41.63 41.63 101.47 ##.30 6#.4 2.13 41.63 1.20 1.20 56.30

41.07 41.07 ##.30 #7.#5 6#.37 2.12 41.07 1.20 1.20 35.50

2.61 2.61 #7.#5 #5.54 57.# 1.77 2.61 1.20 1.20 #0.##

47.3# 47.3# 112.#5 110.23 74.52 2.2 47.3# 1.20 1.20 61.##

63.2 63.2 110.23 106.72 6.11 2.63 63.2 1.20 1.20 5#.#1

63.27 63.27 106.72 103.21 6.10 2.63 63.27 1.20 1.20 5#.#2

27.76 27.76 103.21 101.67 57.04 1.74 27.76 1.20 1.20 5#.#1

27.#4 27.#4 101.67 100.12 57.22 1.75 27.#4 1.20 1.20 5#.#2


18/23

es. Gl =re,reso Gdi*. 1@E Apto. 21 &iceM Al :edio Kt,o. ep. $om. el.;#70@5024 M )el.;762@145#






13.11 13.11 100.12 ##.46 3#.1# 1.20 13.11 1.20 1.20 54.3#

13.10 13.10 ##.46 #.0 3#.1 1.20 13.10 1.20 1.20 54.40

47.#1 47.#1 111.66 107.07 74.#3 2.2# 47.#1 1.20 1.20 103.46

31.#1 31.#1 107.07 105.30 61.15 1.7 31.#1 1.20 1.20 5#.#1

32.0 32.0 105.30 103.52 61.31 1.7 32.0 1.20 1.20 5#.#2

1.30 1.30 103.52 101.76 46.30 1.42 1.30 1.20 1.20 103.#0

3.06 3.06 106.0 105.03 66.7 2.04 3.06 1.20 1.20 50.22

20.00 20.00 106.23 105.03 4.41 1.4 20.00 1.20 1.20 64.0

37.# 37.# 105.03 102.7 66.64 2.04 37.# 1.20 1.20 61.56

22.20 22.20 102.7 101.76 51.00 1.56 22.20 1.20 1.20 54.00

5#.20 5#.20 101.76 #.0 3.2# 2.55 5#.20 1.20 1.20 54.00

65.20 65.20 #.0 #5.54 7.41 2.67 65.20 1.20 1.20 54.00

51.20 51.20 #5.54 #2.# 77.46 2.37 51.20 1.20 1.20 54.00

6.00 6.00 #2.# #2.30 #.26 2.73 6.00 1.20 1.20 10.0

66.4# 66.4# 112.60 107.4 .27 2.70 66.4# 1.20 1.20 3.16

30.34 30.34 107.4 106.2 5#.63 1.2 30.34 1.20 1.20 23.4#

4.57 4.57 111.70 107.#6 75.44 2.31 4.57 1.20 1.20 3.16

2.#2 2.#2 10.7# 107.#6 5.21 1.7 2.#2 1.20 1.20 31.00

44.71 44.71 107.#6 106.2 72.3 2.21 44.71 1.20 1.20 27.54


19/23

es. Gl =re,reso Gdi*. 1@E Apto. 21 &iceM Al :edio Kt,o. ep. $om. el.;#70@5024 M )el.;762@14






@10.75 4.00 106.2 106.63 21.65 0.66 4.00 1.20 1.# 64.5

10.0# 10.0# 10.01 107.32 34.3 1.05 10.0# 1.20 1.20 73.

#.#6 4.00 106.63 106.3# 21.65 0.66 4.00 1.# 1.52 #5.2

100.4 0.00 112.0# 10.72 #6.2 2.#6 0.00 2.06 1.20 61.7

122.42 0.00 10.02 106.70 #6.2 2.#6 0.00 1.#0 1.20 22.#

67.#6 61.20 106.3# 103.54 4.6 2.5# 61.20 1.52 1.20 56.

#. #. 104.73 104.14 34.03 1.04 #. 1.20 1.20 64.4

10.05 10.05 104.14 103.54 34.32 1.05 10.05 1.20 1.20 64.4

70.00 70.00 111.66 107.60 #0.57 2.77 70.00 1.20 1.20 62.6

70.00 70.00 107.60 103.54 #0.57 2.77 70.00 1.20 1.20 62.6

76.56 76.56 103.54 ##.# #4.71 2.# 76.56 1.20 1.20 50.2

10.02 10.02 100.4 ##.# 34.27 1.05 10.02 1.20 1.20 #2.6

#.#7 #.#7 ##.# ##.25 34.1 1.04 #.#7 1.20 1.20 7#.0

#7.5 0.00 102.#7 ##.25 #6.2 2.#6 0.00 2.03 1.20 67.5

35.00 35.00 ##.25 #5.75 64.04 1.#6 35.00 1.20 1.20 10.0

@#.0 4.00 #5.75 #5.55 21.65 0.66 4.00 1.20 1.# 6#.5

16.13 16.13 104.55 103.0 43.47 1.33 16.13 1.20 1.20 50.2

4.00 0.00 103.44 #6.24 #6.2 2.#6 0.00 1.56 1.20 111.7

@5.20 4.00 #5.55 #5.35 21.65 0.66 4.00 1.# 2.35 #5.4

16.56 16.56 105.32 104.55 44.05 1.35 16.56 1.20 1.20 50.2

134.00 0.00 103.13 100.73 #6.2 2.#6 0.00 2.62 1.00 4.

134.33 0.00 #.#0 #6.50 #6.2 2.#6 0.00 2.3 1.20 54.4

@36.40 7.00 #5.35 #5.00 2.64 0. 7.00 2.35 4.52 154.5

15.70 15.70 106.05 105.32 42.# 1.31 15.70 1.20 1.20 50.2


20/23

es. Gl =re,reso Gdi*. 1@E Apto. 21 &iceM Al :edio Kt,o. ep. $om. el.;#70@5024 M )el.;762@145#.




:&GK:AK =U&J UEO &&GNO

=GN$ )OG

GQ)AA)ON &OG UEO AN =OK + &=K &=K UEO AN =OK mt3 )

140.00 0.00 104.02 102.02 #6.2 2.#6 0.00 2.50 1.00 3#.3

140.00 0.00 100.32 #.32 #6.2 2.#6 0.00 2.70 1.20 43.

44.52 7.75 #5.00 #4.64 30.13 0.#2 7.75 4.52 2.1 153.3#

16.13 16.13 106.0 106.05 43.47 1.33 16.13 1.20 1.20 50.22

1#6.00 0.00 103.35 101.35 #6.2 2.#6 0.00 3.#0 1.00 55.13

1#6.00 0.00 #.25 #6.25 #6.2 2.#6 0.00 4.10 1.20 5#.63

1.2 1.00 #4.64 #3.0 45.#3 1.40 1.00 2.1 2.0 117.34

1#0.00 0.00 103.70 101.30 #6.2 2.#6 0.00 4.30 1.00 71.55

1#0.00 0.00 #7.0 #5.40 #6.2 2.#6 0.00 4.50 1.20 76.#5


21/23

PROYECTO=RED AGUA POTABLEVILLA MAGISTERIAL

CAUDAL DEL PROYECTO

No. de edi*icios. 1#7 UnidadesNo. de apartamentos por edi*icio. .00 UnidadesNo. de apartamentos 1576.00 Unidades

Area comercial 2500.00No. de personas por apartamento. 5.00 Habitantes

$otacin por %abitantes. 20.00 &it'diario.

$otacin para (rea comercial 20.00

)oe*iciente de variacin diaria 1.25 adim.)oe*iciente de variacin %oraria 2.00 adim.

)audal medio diario 26.12 &it'se,.)audal m(-imo diario 32.64 &it'se,.)audal m(-imo %orario 52.23 &it'se,.

m2

&it.'d8a'm2


22/23

II.- DISEO DE AGUA POTABLE

1.- Capacidad de Ta!"#e de A$ace!a$ie!%&

Re'#aci&!olumen diario promedio 2256.40olumen diario promedio 5#60#5.75 Jals.

)oe*iciente de almacenamiento 25 !oluman de almacenamiento 564.10 :ts. 3oluman de almacenamiento 14#023.#4 Jalones

C&!%a i!ce!di&iempo de duracin 4.00 %oras.)audal de incendio 10.00 &it'se,

olumen de almacenamiento 144.00 :ts. 3.olumen de almacenamiento 3041.#2 Jals.

olumen total de almacenamiento 70.10 :ts.3olumen total de almacenamiento 17065.6 Jals.

Usar dimensiones interiores de;

Altura .00mts.

Area .51

Rec%a!'#a

&ar,o #.41 :ts.Anc%o #.41 :ts. $i(metro 10.62 :ts.Altura .00 :ts. Altura .00 :ts.

Alt. Aire. 0.30 :ts. Alt. Aire. 0.30 :ts.=ro*. otal .30 :ts. =ro*. otal .30 :ts.

:ts.3

m2

Cic#a


23/23

.- L5!ea de i$p#i(!.

)audal medio de bombeo diario 26.12 lit'se,N>mero de %oras de bombeo .00 %oras

)audal a bombear en el periodo 7.35 &it'se,.

$i(metro tuber8a .00 =ul,.&on,itud tuber8a 450.00 mts.)oe*iciente %asem@iliams 0.0000045# m'm.

=Brdida tuber8a. 12.6 :ts.

elocidad 1.4# :ts.'se,.

$i*erencia de nivel del terreno. 2.00 :ts.

Altura $in(mica otal 4.6 :ts.

=otencia de la bomba 62.73 H=.

Ua d& 6&$6a de 1**.** 8P. U!a de ee9a.

Die;& C

linea de impulsion.xlsba

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