memoria calculo huaynacotas.docx

7/25/2019 MEMORIA CALCULO HUAYNACOTAS.docx

1/15

MODELAMIENTOHIDRULICODELASLNEASDECONDUCCIN, ADUCCINYDISTRIBUCIN

Distrito Huaynacotas

Se realiz el modelamiento hidrulico de la lnea de conduccin, aduccin y

distribucin proyectada del estudio Mejoramiento y ampliacin del sistema de agua

potable y alcantarillado de los anexos ahuanota, !cchapuna, "an#ue, $ue%uamarca,

hanchallay, "achanguillo y Santa atalina del distrito de hichas & ondesuyos

!re#uipa', para el abastecimiento de agua potable del distrito de Huaynacotas, lo cual

se puede (isualizar un es#uema general con sus respecti(os clculos hidrulicos )*er

+igura y -./

0a herramienta #ue se utiliz para la realizacin de este modelamiento es el so+t1are

de i(ilad/ 2ste programa e(al3a la p4rdida de carga por +riccin mediante la

expresin de Hazen 5 6illiams, como7


2/15

2n el siguiente cuadro 9 se muestra los resultados hidrulicos de las tuberas de conduccin proyectada, tales como demanda, p4rdida de

carga, (elocidad, longitud, dimetro/

Cuadro N1: Clulo! "#drul#o! $% la &u'$r(a d$ o%du#)% *ro+$&ada

TABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMS

TRAMOLONGITU

DDIAMETR

ODIAMETR

OCOEF.

GASTO

GASTO

VELOCIDAD

PERDIDADE

CARGA(m)

COTA DE T.N.(m)

COTAPIEZOMETRICA

(m)

CARGADISPONIBL

E (m)

De a (m)NOMINAL

()INTERIOR

(mm)

H-WILLIAM

S

INICIAL (!"#)

FINAL(!"#)

(m/#) TUBERIAINICIA

LFINAL

INICIAL

FINALINICIAL

FINAL

! >/IJ >/IJ >/B= >/C>= B=>/ BF>/>- B=>/ B=>=/-> >/> F=/C

E >/IJ >/IJ >/B= >/FCI BF>/>- BF/CB BF>/>- BF=C/=- >/> FJ/=C

! >/C- >/C- >/BJ >/BJ> BFBB/IC BF/CB BFBB/IC BFBB/=- >/> -/>

E => /JC /JC >/J- B/>JF BF/CB BBF/>J BF/CB BF>I/I= >/> FF/JC

! => >/B >/B >/-= >/=-B BBC/F= BBF/>J BBC/F= BBC>/C- >/> -/I

L$%&'*T$a! +

,+.,

Fuente: Tablas extradas del CivilCad. Elaboracin propia


3/15

2n el cuadro 9 -, se muestra el clculo hidrulico en las captaciones del distrito de Huaynacotas, #ue se ubica en el mismo distrito de

Huaynacotas/

Cuadro N : Clulo! "#drul#o! $% la a*&a#)%

9ombre 2le(acin )m. audal de salida )0Ks.

aptacin Huascajocho B,=>/ >/IJ

aptacin hutja B,FBB/IC >/C-

aptacin hillcapu#uio B,BC/F= >/B

!LD!0 @A@!0 )lps. -/F-

Fuente: Tablas extradas del CivilCad Elaboracin propia


4/15

-#.ura N 1: E!/u$0a "#drul#o d$ la L(%$a d$ o%du#)% d$l d#!&r#&o d$ Hua+%ao&a!


5/15

2n el cuadro 9 B, se muestra los clculos hidrulicos en la lnea de aduccin proyectada del distrito de Huaynacotas7

Cuadro N : Clulo! "#drul#o! $% la l(%$a d$ adu#)%


TRAMOLONGITU

DDIAMETRO

DIAMETRO

COEF. GASTO GASTOVELOCIDA

D

PERDIDADE

CARGA(m)

COTA DE T.N.(m)

COTAPIEZOMETRIC

A (m)

CARGADISPONIBLE

(m)

De a (m)NOMINAL

()INTERIOR

(mm)

H-WILLIAM

S

INICIAL(!"#)

FINAL(!"#)

(m/#) TUBERIAINICIA

LFINAL

INICIAL

FINALINICIAL

FINAL

RSV 1 144.16 2" 56.40 150 2.7800 2.7800 1.1130 3.2040 3364.0

7

3346.7

3

3364.0

7

3360.8

6 0.00

14.1

3

Fuente: Tablas extradas del CivilCad. Elaboracin propia


6/15

2n el cuadro 9 F, se muestra los clculos hidrulicos en la lnea distribucin proyectada del distrito de Huaynacotas7

Cuadro N 2: Clulo! "#drul#o! $% la l(%$a d$ d#!&r#'u#)%


TRAMOLONGITU

DDIAMETR

ODIAMETR

OCOEF. GASTO GASTO

VELOCIDAD

PERDIDADE

CARGA(m)

COTA DE T.N.(m)

COTAPIEZOMETRIC

A (m)

CARGADISPONIBL

E (m)

De a (m)NOMINAL

()INTERIOR (mm)

H-WILLIAM

S

INICIAL(!"#)

FINAL(!"#)

(m/#) TUBERIAINICIA

LFINAL

INICIAL

FINALINICIAL

FINAL

1 2 96.22 1" 29.40 150 0.2450 0.2450 0.3610 0.5700 3346.7

3

3336.6

2

3360.8

6

3360.2

9 14.13

23.6

7

1 13 67.57 2" 56.40 150 2.5350 2.5350 1.0150 1.2650 3346.7

3

3347.0

6

3360.8

6

3359.6

0 14.13

12.5

4

2 3 52.95 1" 29.40 150 0.2350 0.2350 0.3470 0.2900 3336.6

2

3331.0

5

3360.2

9

3360.0

0 23.67

28.9

5

3 4 71.26 1" 29.40 150 0.0500 0.0500 0.0740 0.0220 3331.05

3324.48

3360.00

3359.98

28.95 35.49

3 6 31.87 1" 29.40 150 0.1700 0.1700 0.2510 0.0960 3331.0

5

3332.4

6

3360.0

0

3359.9

1 28.95

27.4

5

4 5 52.30 1" 29.40 150 0.0200 0.0200 0.0290 0.0030 3324.4

8

3319.5

7

3359.9

8

3359.9

8 35.49

40.4

0

6 7 68.68 1" 29.40 150 0.1250 0.1250 0.1840 0.1170 3332.4

6

3325.4

6

3359.9

1

3359.7

9 27.45

34.3

3

6 11 46.11 1" 29.40 150 0.0350 0.0350 0.0520 0.0070 3332.4

6

3334.8

4

3359.9

1

3359.9

0 27.45

25.0

6

7 8 57.39 1" 29.40 150 0.0900 0.0900 0.1330 0.0530 3325.4

6

3320.2

2

3359.7

9

3359.7

3 34.33

39.5

2

8 9 67.11 1" 29.40 150 0.0750 0.0750 0.1110 0.0440 3320.2

2

3324.6

7

3359.7

3

3359.6

9 39.52

35.0

2

9 10 58.00 1" 29.40 150 0.0400 0.0400 0.0590 0.0120 3324.67

3329.59

3359.69

3359.68

35.02 30.09

11 12 47.75 1" 29.40 150 0.0150 0.0150 0.0220 0.0020 3334.8

4

3337.8

3

3359.9

0

3359.9

0 25.06

22.0

7

13 14 31.96 2" 56.40 150 2.5250 2.5250 1.0100 0.5940 3347.0

6

3343.7

3

3359.6

0

3359.0

0 12.54

15.2

8


7/15


TRAMOLONGITU

DDIAMETR

ODIAMETR

OCOEF. GASTO GASTO

VELOCIDAD

PERDIDADE

CARGA(m)

COTA DE T.N.(m)

COTAPIEZOMETRIC

A (m)

CARGADISPONIBL

E (m)

De a (m)NOMINAL

()INTERIOR (mm)

H-WILLIAM

S

INICIAL(!"#)

FINAL(!"#)

(m/#) TUBERIAINICIA

LFINAL

INICIAL

FINALINICIAL

FINAL

14 37 94.08 1"

29.40 150 0.1250 0.1250 0.1840 0.1600

3343.7

3

3333.5

6

3359.0

0

3358.8

4 15.28

25.2

8

14 15 43.21 2" 56.40 150 2.3990 2.3990 0.9600 0.7310

3343.7

3

3337.6

6

3359.0

0

3358.2

7 15.28

20.6

1

15 16 57.61 1" 29.40 150 0.3810 0.3810 0.5610 0.7700

3337.6

6

3334.2

7

3358.2

7

3357.5

0 20.61

23.2

3

15

CRP 21.27 2" 56.40 150 2.0190 2.0190 0.8080 0.2610

3337.6

6

3335.3

6

3358.2

7

3358.0

1 20.61

22.6

5

16 31 79.01 1" 29.40 150 0.0850 0.0850 0.1260 0.0660

3334.2

7

3331.9

9

3357.5

0

3357.4

4 23.23

25.4

5

16 17 61.63 1" 29.40 150 0.2910 0.2910 0.4280 0.4990

3334.2

7

3327.2

7

3357.5

0

3357.0

0 23.23

29.7

3

17 18 46.22 1" 29.40 150 0.0300 0.0300 0.0440 0.0060

3327.2

7

3323.3

3

3357.0

0

3357.0

0 29.73

33.6

6

17 20 32.24 1" 29.40 150 0.2350 0.2350 0.3470 0.1770

3327.2

7

3326.6

9

3357.0

0

3356.8

3 29.73

30.1

4

18 19 48.09 1" 29.40 150 0.0200 0.0200 0.0290 0.0030

3323.3

3

3320.1

0

3357.0

0

3356.9

9 33.66

36.9

0

20 21 65.13 1" 29.40 150 0.0500 0.0500 0.0740 0.0200

3326.6

9

3321.0

5

3356.8

3

3356.8

1 30.14

35.7

6

20 23 32.18 1" 29.40 150 0.1650 0.1650 0.2430 0.0920

3326.6

9

3325.7

4

3356.8

3

3356.7

3 30.14

31.0

0

21 22 46.54 1" 29.40 150 0.0150 0.0150 0.0220 0.0020

3321.0

5

3317.8

8

3356.8

1

3356.8

0 35.76

38.9

2

23 24 40.16 1" 29.40 150 0.0600 0.0600 0.0890 0.0180

3325.7

4

3321.9

9

3356.7

3

3356.7

2 31.00

34.7

3

23 26 34.35 1" 29.40 150 0.0850 0.0850 0.1260 0.0290

3325.7

4

3326.3

0

3356.7

3

3356.7

1 31.00

30.4

1

24 25 86.39 1" 29.40 150 0.0350 0.0350 0.0520 0.0140

3321.9

9

3315.8

3

3356.7

2

3356.7

0 34.73

40.8

8


8/15


TRAMOLONGITU

DDIAMETR

ODIAMETR

OCOEF. GASTO GASTO

VELOCIDAD

PERDIDADE

CARGA(m)

COTA DE T.N.(m)

COTAPIEZOMETRIC

A (m)

CARGADISPONIBL

E (m)

De a (m)NOMINAL

()INTERIOR (mm)

H-WILLIAM

S

INICIAL(!"#)

FINAL(!"#)

(m/#) TUBERIAINICIA

LFINAL

INICIAL

FINALINICIAL

FINAL

26 27 40.76 1" 29.40 150 0.0600 0.0600 0.0890 0.0180

3326.3

0

3321.6

6

3356.7

1

3356.6

9 30.41

35.0

3

26 29 34.01 1" 29.40 150 0.0150 0.0150 0.0220 0.0010

3326.3

0

3326.4

8

3356.7

1

3356.7

0 30.41

30.2

3

27 28 86.39 1" 29.40 150 0.0350 0.0350 0.0520 0.0140

3321.6

6

3315.1

0

3356.6

9

3356.6

7 35.03

41.5

7

29 30 46.08 1" 29.40 150 0.0100 0.0100 0.0150 0.0000

3326.4

8

3321.0

3

3356.7

0

3356.7

0 30.23

35.6

7

31 32 28.80 1" 29.40 150 0.0650 0.0650 0.0960 0.0150

3331.9

9

3329.2

4

3357.4

4

3357.4

2 25.45

28.1

8

32 35 29.07 1" 29.40 150 0.0150 0.0150 0.0220 0.0010

3329.2

4

3328.2

8

3357.4

2

3357.4

2 28.18

29.1

4

32 33 33.85 1" 29.40 150 0.0400 0.0400 0.0590 0.0070

3329.2

4

3326.0

2

3357.4

2

3357.4

1 28.18

31.3

9

33 34 62.09 1" 29.40 150 0.0250 0.0250 0.0370 0.0050

3326.0

2

3320.8

8

3357.4

1

3357.4

1 31.39

36.5

3

35 36 18.66 1" 29.40 150 0.0100 0.0100 0.0150 0.0000

3328.2

8

3330.0

8

3357.4

2

3357.4

2 29.14

27.3

4

37 38 44.23 1" 29.40 150 0.1200 0.1200 0.1770 0.0700

3333.5

6

3329.7

6

3358.8

4

3358.7

7 25.28

29.0

1

38 39 62.47 1" 29.40 150 0.0800 0.0800 0.1180 0.0470

3329.7

6

3324.2

8

3358.7

7

3358.7

3 29.01

34.4

5

38 41 30.03 1" 29.40 150 0.0100 0.0100 0.0150 0.0000

3329.7

6

3329.0

8

3358.7

7

3358.7

7 29.01

29.6

9

39 40 51.77 1" 29.40 150 0.0800 0.0800 0.1180 0.0390

3324.2

8

3319.9

0

3358.7

3

3358.6

9 34.45

38.7

8

CRP

42 145.35 2.5" 69.40 150 2.0190 2.0190 0.5340 0.6500 3335.3

6

3321.8

8

3335.3

6

3334.7

1 0.00

12.8

3

42 43 34.33 2.5" 69.40 150 2.0190 2.0190 0.5340 0.1540 3321.8

8

3319.0

3

3334.7

1

3334.5

6 12.83

15.5

3


9/15


TRAMOLONGITU

DDIAMETR

ODIAMETR

OCOEF. GASTO GASTO

VELOCIDAD

PERDIDADE

CARGA(m)

COTA DE T.N.(m)

COTAPIEZOMETRIC

A (m)

CARGADISPONIBL

E (m)

De a (m)NOMINAL

()INTERIOR (mm)

H-WILLIAM

S

INICIAL(!"#)

FINAL(!"#)

(m/#) TUBERIAINICIA

LFINAL

INICIAL

FINALINICIAL

FINAL

43 75 19.56 2" 56.40 150 1.3830 1.3830 0.5530 0.1190 3319.0

3

3317.5

4

3334.5

6

3334.4

4 15.53

16.9

0

43 44 21.58 2" 56.40 150 0.1850 0.1850 0.0740 0.0030 3319.0

3

3317.1

5

3334.5

6

3334.5

6 15.53

17.4

1

44 54 50.70 1" 29.40 150 0.4310 0.4310 0.6350 0.8520 3317.1

5

3315.7

0

3334.5

6

3333.7

0 17.41

18.0

0

44 45 21.49 1" 29.40 150 0.1850 0.1850 0.2730 0.0760 3317.1

5

3315.3

6

3334.5

6

3334.4

8 17.41

19.1

2

45 52 33.09 1" 29.40 150 0.0150 0.0150 0.0220 0.0010 3315.3

6

3313.2

6

3334.4

8

3334.4

8 19.12

21.2

2

45 46 75.13 1" 29.40 150 0.1650 0.1650 0.2430 0.2140 3315.3

6

3309.5

0

3334.4

8

3334.2

7 19.12

24.7

7

46 47 36.55 1" 29.40 150 0.1350 0.1350 0.1990 0.0720 3309.5

0

3306.9

3

3334.2

7

3334.1

9 24.77

27.2

6

47 48 45.92 1" 29.40 150 0.0500 0.0500 0.0740 0.0140 3306.9

3

3304.4

6

3334.1

9

3334.1

8 27.26

29.7

2

47 50 34.06 1" 29.40 150 0.0550 0.0550 0.0810 0.0130 3306.9

3

3306.2

2

3334.1

9

3334.1

8 27.26

27.9

6

48 49 51.48 1" 29.40 150 0.0250 0.0250 0.0370 0.0040 3304.4

6

3301.2

6

3334.1

8

3334.1

8 29.72

32.9

2

50 51 65.58 1" 29.40 150 0.0400 0.0400 0.0590 0.0140 3306.2

2

3302.1

8

3334.1

8

3334.1

7 27.96

31.9

9

52 53 40.13 1" 29.40 150 0.0100 0.0100 0.0150 0.0000 3313.2

6

3310.4

5

3334.4

8

3334.4

8 21.22

24.0

3

54 55 37.58 1" 29.40 150 0.4110 0.4110 0.6050 0.5780

3315.7

0

3314.9

4

3333.7

0

3333.1

3 18.00

18.1

9

55 65 49.34 1"

29.40 150 0.1750 0.1750 0.2580 0.1570

3314.9

4

3314.0

1

3333.1

3

3332.9

7 18.19

18.9

6

55 56 34.08 1"

29.40 150 0.2150 0.2150 0.3170 0.1590

3314.9

4

3312.4

7

3333.1

3

3332.9

7 18.19

20.5

0


10/15


TRAMOLONGITU

DDIAMETR

ODIAMETR

OCOEF. GASTO GASTO

VELOCIDAD

PERDIDADE

CARGA(m)

COTA DE T.N.(m)

COTAPIEZOMETRIC

A (m)

CARGADISPONIBL

E (m)

De a (m)NOMINAL

()INTERIOR (mm)

H-WILLIAM

S

INICIAL(!"#)

FINAL(!"#)

(m/#) TUBERIAINICIA

LFINAL

INICIAL

FINALINICIAL

FINAL

56 57 42.82 1"

29.40 150 0.1950 0.1950 0.2880 0.1660

3312.4

7

3309.3

0

3332.9

7

3332.8

0 20.50

23.5

0

57 60 52.97 1"

29.40 150 0.1250 0.1250 0.1840 0.0900

3309.3

0

3305.4

5

3332.8

0

3332.7

1 23.50

27.2

6

57 58 61.12 1"

29.40 150 0.0450 0.0450 0.0660 0.0160

3309.3

0

3304.7

8

3332.8

0

3332.7

9 23.50

28.0

1

58 59 67.68 1"

29.40 150 0.0200 0.0200 0.0290 0.0040

3304.7

8

3307.1

0

3332.7

9

3332.7

8 28.01

25.6

9

60 61 65.19 1"

29.40 150 0.0950 0.0950 0.1400 0.0670

3305.4

5

3301.0

0

3332.7

1

3332.6

4 27.26

31.6

4

61 63 76.57 1"

29.40 150 0.0500 0.0500 0.0740 0.0240

3301.0

0

3299.4

4

3332.6

4

3332.6

2 31.64

33.1

8

61 62 67.62 1"

29.40 150 0.0200 0.0200 0.0290 0.0040

3301.0

0

3296.0

6

3332.6

4

3332.6

4 31.64

36.5

9

63 64 32.57 1"

29.40 150 0.0100 0.0100 0.0150 0.0000

3299.4

4

3297.2

5

3332.6

2

3332.6

2 33.18

35.3

8

65 66 53.92 1"

29.40 150 0.1500 0.1500 0.2210 0.1290

3314.0

1

3316.2

8

3332.9

7

3332.8

4 18.96

16.5

6

66 67 48.62 1"

29.40 150 0.1200 0.1200 0.1770 0.0770

3316.2

8

3311.3

7

3332.8

4

3332.7

6 16.56

21.3

9

67 68 75.98 1"

29.40 150 0.1150 0.1150 0.1700 0.1110

3311.3

7

3303.4

4

3332.7

6

3332.6

5 21.39

29.2

2

68 69 44.40 1"

29.40 150 0.0800 0.0800 0.1180 0.0330

3303.4

4

3300.9

1

3332.6

5

3332.6

2 29.22

31.7

1

68 74 39.35 1" 29.40 150 0.0100 0.0100 0.0150 0.0000

3303.4

4

3302.8

0

3332.6

5

3332.6

5 29.22

29.8

5

69 70 49.73 1"

29.40 150 0.0700 0.0700 0.1030 0.0290

3300.9

1

3299.3

6

3332.6

2

3332.5

9 31.71

33.2

3

70 71 43.35 1"

29.40 150 0.0300 0.0300 0.0440 0.0050

3299.3

6

3298.4

5

3332.5

9

3332.5

9 33.23

34.1

4


11/15


TRAMOLONGITU

DDIAMETR

ODIAMETR

OCOEF. GASTO GASTO

VELOCIDAD

PERDIDADE

CARGA(m)

COTA DE T.N.(m)

COTAPIEZOMETRIC

A (m)

CARGADISPONIBL

E (m)

De a (m)NOMINAL

()INTERIOR (mm)

H-WILLIAM

S

INICIAL(!"#)

FINAL(!"#)

(m/#) TUBERIAINICIA

LFINAL

INICIAL

FINALINICIAL

FINAL

70 73 38.31 1"

29.40 150 0.0300 0.0300 0.0440 0.0050

3299.3

6

3299.3

6

3332.5

9

3332.5

9 33.23

33.2

2

71 72 65.50 1"

29.40 150 0.0150 0.0150 0.0220 0.0020

3298.4

5

3299.6

3

3332.5

9

3332.5

8 34.14

32.9

6

75 76 91.21 2" 56.40 150 0.1750 0.1750 0.0700 0.0120

3317.5

4

3310.1

2

3334.4

4

3334.4

3 16.90

24.3

1

75 81 35.53 2" 56.40 150 1.2070 1.2070 0.4830 0.1680

3317.5

4

3318.1

8

3334.4

4

3334.2

7 16.90

16.0

9

76 77 115.63 2" 56.40 150 0.1350 0.1350 0.0540 0.0100

3310.1

2

3303.8

0

3334.4

3

3334.4

2 24.31

30.6

2

77 78 55.14 2" 56.40 150 0.0750 0.0750 0.0300 0.0020

3303.8

0

3300.1

8

3334.4

2

3334.4

2 30.62

34.2

4

78 80 49.83 1" 29.40 150 0.0400 0.0400 0.0590 0.0100

3300.1

8

3298.1

7

3334.4

2

3334.4

1 34.24

36.2

4

78 79 34.20 1" 29.40 150 0.0050 0.0050 0.0070 0.0000

3300.1

8

3297.9

8

3334.4

2

3334.4

2 34.24

36.4

4

81 82 58.79 2" 56.40 150 0.0850 0.0850 0.0340 0.0020

3318.1

8

3313.1

1

3334.2

7

3334.2

7 16.09

21.1

6

81 85 36.09 2" 56.40 150 1.1120 1.1120 0.4450 0.1470

3318.1

8

3318.4

7

3334.2

7

3334.1

2 16.09

15.6

5

82 83 53.38 2" 56.40 150 0.0550 0.0550 0.0220 0.0010

3313.1

1

3309.2

2

3334.2

7

3334.2

7 21.16

25.0

5

83 84 45.74 2" 56.40 150 0.0300 0.0300 0.0120 0.0000

3309.2

2

3307.6

6

3334.2

7

3334.2

7 25.05

26.6

1

85 97 32.42 2" 56.40 150 0.8420 0.8420 0.3370 0.0790

3318.4

7

3318.8

0

3334.1

2

3334.0

5 15.65

15.2

4

85 86 61.04 2" 56.40 150 0.2560 0.2560 0.1020 0.0160

3318.4

7

3313.4

8

3334.1

2

3334.1

1 15.65

20.6

3

86 87 66.78 2" 56.40 150 0.2250 0.2250 0.0900 0.0140

3313.4

8

3308.5

4

3334.1

1

3334.0

9 20.63

25.5

5


12/15


TRAMOLONGITU

DDIAMETR

ODIAMETR

OCOEF. GASTO GASTO

VELOCIDAD

PERDIDADE

CARGA(m)

COTA DE T.N.(m)

COTAPIEZOMETRIC

A (m)

CARGADISPONIBL

E (m)

De a (m)NOMINAL

()INTERIOR (mm)

H-WILLIAM

S

INICIAL(!"#)

FINAL(!"#)

(m/#) TUBERIAINICIA

LFINAL

INICIAL

FINALINICIAL

FINAL

87 88 65.15 1" 29.40 150 0.1650 0.1650 0.2430 0.1860

3308.5

4

3305.4

0

3334.0

9

3333.9

1 25.55

28.5

1

87 96 30.24 1" 29.40 150 0.0200 0.0200 0.0290 0.0020

3308.5

4

3308.1

7

3334.0

9

3334.0

9 25.55

25.9

3

88 92 29.53 1" 29.40 150 0.0550 0.0550 0.0810 0.0110

3305.4

0

3305.0

4

3333.9

1

3333.9

0 28.51

28.8

6

88 89 68.88 1" 29.40 150 0.0700 0.0700 0.1030 0.0400

3305.4

0

3302.1

0

3333.9

1

3333.8

7 28.51

31.7

6

89 90 80.53 1" 29.40 150 0.0200 0.0200 0.0290 0.0050

3302.1

0

3296.9

1

3333.8

7

3333.8

6 31.76

36.9

5

90 91 51.64 1" 29.40 150 0.0100 0.0100 0.0150 0.0000

3296.9

1

3294.2

1

3333.8

6

3333.8

6 36.95

39.6

5

92 93 35.03 1" 29.40 150 0.0350 0.0350 0.0520 0.0060

3305.0

4

3303.2

8

3333.9

0

3333.8

9 28.86

30.6

1

92 95 31.04 1" 29.40 150 0.0150 0.0150 0.0220 0.0010

3305.0

4

3304.4

5

3333.9

0

3333.9

0 28.86

29.4

5

93 94 29.52 1" 29.40 150 0.0150 0.0150 0.0220 0.0010

3303.2

8

3301.1

6

3333.8

9

3333.8

9 30.61

32.7

3

97 98 62.17 2" 56.40 150 0.2300 0.2300 0.0920 0.0140

3318.8

0

3313.9

5

3334.0

5

3334.0

3 15.24

20.0

8

97 103 32.79 2" 56.40 150 0.6010 0.6010 0.2410 0.0430

3318.8

0

3319.1

1

3334.0

5

3334.0

0 15.24

14.9

0

98 99 67.14 2" 54.20 150 0.1750 0.1750 0.0760 0.0110

3313.9

5

3309.3

9

3334.0

3

3334.0

2 20.08

24.6

3

99 100 60.41 1" 29.40 150 0.0950 0.0950 0.1400 0.0620

3309.3

9

3306.7

1

3334.0

2

3333.9

6 24.63

27.2

5

99 102 25.85 1" 29.40 150 0.0200 0.0200 0.0290 0.0010

3309.3

9

3310.3

9

3334.0

2

3334.0

2 24.63

23.6

3

100 101 76.94 1" 29.40 150 0.0550 0.0550 0.0810 0.0290

3306.7

1

3303.7

6

3333.9

6

3333.9

3 27.25

30.1

7


13/15


TRAMOLONGITU

DDIAMETR

ODIAMETR

OCOEF. GASTO GASTO

VELOCIDAD

PERDIDADE

CARGA(m)

COTA DE T.N.(m)

COTAPIEZOMETRIC

A (m)

CARGADISPONIBL

E (m)

De a (m)NOMINAL

()INTERIOR (mm)

H-WILLIAM

S

INICIAL(!"#)

FINAL(!"#)

(m/#) TUBERIAINICIA

LFINAL

INICIAL

FINALINICIAL

FINAL

103 104 74.23 2" 56.40 150 0.2350 0.2350 0.0940 0.0170

3319.1

1

3313.7

9

3334.0

0

3333.9

9 14.90

20.2

0

103 112 35.67 2" 56.40 150 0.3510 0.3510 0.1400 0.0170

3319.1

1

3320.1

7

3334.0

0

3333.9

9 14.90

13.8

2

104 105 54.48 2" 56.40 150 0.2000 0.2000 0.0800 0.0090

3313.7

9

3310.7

2

3333.9

9

3333.9

8 20.20

23.2

6

105 111 58.82 1" 29.40 150 0.0350 0.0350 0.0520 0.0100

3310.7

2

3312.4

4

3333.9

8

3333.9

7 23.26

21.5

3

105 106 66.02 1" 29.40 150 0.1250 0.1250 0.1840 0.1120

3310.7

2

3308.2

5

3333.9

8

3333.8

6 23.26

25.6

1

106 107 74.65 1" 29.40 150 0.0800 0.0800 0.1180 0.0560

3308.2

5

3305.8

3

3333.8

6

3333.8

1 25.61

27.9

8

107 108 47.25 1" 29.40 150 0.0200 0.0200 0.0290 0.0030

3305.8

3

3302.9

1

3333.8

1

3333.8

1 27.98

30.9

0

107 110 45.17

1" 29.40 150 0.0150 0.0150 0.0220 0.0020

3305.8

3

3306.3

6

3333.8

1

3333.8

1 27.98

27.4

4

108 1 09 29.661"

29.40 150 0.0050 0.0050 0.0070 0.0000 3302.9

1

3301.6

6

3333.8

1

3333.8

1 30.90

32.1

5

112 1 13 60.721"

29.40 150 0.0500 0.0500 0.0740 0.0190 3320.1

7

3316.0

8

3333.9

9

3333.9

7 13.82

17.8

9

112 115 41.38 2" 56.40 150 0.2860 0.2860 0.1140 0.0140 3320.1

7

3323.3

2

3333.9

9

3333.9

7 13.82

10.6

5

113 114 37.47 1" 29.40 150 0.0200 0.0200 0.0290 0.0020 3316.0

8

3313.5

2

3333.9

7

3333.9

6 17.89

20.4

5

115 116 71.85 2" 56.40 150 0.2760 0.2760 0.1100 0.0220

3323.3

2

3317.2

6

3333.9

7

3333.9

5 10.65

16.6

9

116 117 56.45 2" 56.40 150 0.2100 0.2100 0.0840 0.0110 3317.2

6

3312.6

0

3333.9

5

3333.9

4 16.69

21.3

4

117 118 35.37 1" 29.40 150 0.1800 0.1800 0.2660 0.1180 3312.6

0

3312.8

1

3333.9

4

3333.8

2 21.34

21.0

1


14/15


TRAMOLONGITU

DDIAMETR

ODIAMETR

OCOEF. GASTO GASTO

VELOCIDAD

PERDIDADE

CARGA(m)

COTA DE T.N.(m)

COTAPIEZOMETRIC

A (m)

CARGADISPONIBL

E (m)

De a (m)NOMINAL

()INTERIOR (mm)

H-WILLIAM

S

INICIAL(!"#)

FINAL(!"#)

(m/#) TUBERIAINICIA

LFINAL

INICIAL

FINALINICIAL

FINAL

118 122 64.65 1" 29.40 150 0.1150 0.1150 0.1700 0.0940 3312.8

1

3309.1

6

3333.8

2

3333.7

3 21.01

24.5

6

118 119 22.09 1" 29.40 150 0.0500 0.0500 0.0740 0.0070 3312.8

1

3314.6

6

3333.8

2

3333.8

1 21.01

19.1

5

119 120 40.01 1" 29.40 150 0.0200 0.0200 0.0290 0.0020 3314.6

6

3319.9

7

3333.8

1

3333.8

1 19.15

13.8

5

119 121 45.35 1" 29.40 150 0.0200 0.0200 0.0290 0.0030 3314.6

6

3316.6

8

3333.8

1

3333.8

1 19.15

17.1

3

122 124 56.15 1" 29.40 150 0.0750 0.0750 0.1110 0.0370 3309.1

6

3309.7

6

3333.7

3

3333.6

9 24.56

23.9

3

122 123 36.14 1" 29.40 150 0.0150 0.0150 0.0220 0.0010 3309.1

6

3306.6

7

3333.7

3

3333.7

3 24.56

27.0

6

124 125 30.39 1" 29.40 150 0.0100 0.0100 0.0150 0.0000 3309.7

6

3308.3

2

3333.6

9

3333.6

9 23.93

25.3

7

124 126 34.80 1" 29.40 150 0.0300 0.0300 0.0440 0.0040 3309.7

6

3308.9

1

3333.6

9

3333.6

9 23.93

24.7

7

Fuente: Tablas extradas del CivilCAD. Elaboracin propia

R$!u0$% d$ lo%.#&ud d$ &u'$r(a $% l(%$a d$ d#!&r#'u#)% d$l d#!&r#&o d$ Hua+%ao&a!

L$%&'* T$a! (m) + ,/+ 179.69

L$%&'* T$a! (m)+

1353.03

L$%&'* T$a! (m) ,

4895.7

7


15/15

-#.ura N : E!/u$0a "#drul#o d$ la L(%$a d$ adu#)% + d#!&r#'u#)% d$l d#!&r#&o d$ Hua+%ao&a!

Fuente: Esquema extrado del CivilCad. Elaboracin propia

memoria calculo huaynacotas.docx

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