Diseño Distribución c.c.ausaray

8/18/2019 Diseño Distribución c.c.ausaray

1/40

AL ULO HIDRAULI O

AUSARAY -

Nº FAM TRAMO

N° HAB. CAUDAL GASTO GASTOLONGITUD Long. Real

POR TRAMO UNITARIO POR TRAMO DISEÑO CLASE

lts.seg lts.seg lts.seg !. "!#

15 RES $%. & A 60 0.002179 0.1307 0.1307 41.93 47.70 C-10

1 o 4 0.002179 0.0087 0.0174 17.73 17.76 C-10

1 PA 4 0.002179 0.0087 0.0087 16.78 17.03 C-10

1 o 4 0.002179 0.0087 0.0174 25.87 26.69 C-10

1 P01 4 0.002179 0.0087 0.0087 4.00 4.11 C-10

0 VP 0 0.002179 0.0000 0.0000 22.48 22.71 C-10

14 o 56 0.002179 0.1220 0.3660 59.94 60.78 C-10

14 o 56 0.002179 0.1220 0.2440 33.88 34.61 C-10

14 B 56 0.002179 0.1220 0.1220 67.21 67.78 C-10

1 PA 4 0.002179 0.0087 0.0261 43.42 44.15 C-10

1 o 4 0.002179 0.0087 0.0174 48.10 48.20 C-10

1 P02 4 0.002179 0.0087 0.0087 4.00 4.08 C-10

0 VP 0 0.002179 0.0000 0.0000 13.21 13.30 C-10

13 o 52 0.002179 0.1133 0.1220 38.32 39.15 C-10

1 P03 4 0.002179 0.0087 0.0087 10.56 10.61 C-10

12 CRP-10 48 0.002179 0.1046 0.1046 104.78 106.01 C-10

12 o 48 0.002179 0.1046 0.3224 49.94 50.76 C-10

12 PA 48 0.002179 0.1046 0.1046 50.15 50.38 C-10

12 o 48 0.002179 0.1046 0.1133 62.15 62.54 C-10

1 P04 4 0.002179 0.0087 0.0087 7.51 7.51 C-10

11 Res $' 44 0.002179 0.0959 0.0959 62.12 63.04 C-10

11 PA 44 0.002179 0.0959 0.2004 64.54 66.82 C-10


2/40

AL ULO HIDRAULI O

AUSARAY -

Nº FAM TRAMO




11 o 44 0.002179 0.0959 0.1046 95.39 95.41 C-10

1 P05 4 0.002179 0.0087 0.0087 13.72 13.76 C-10

10 o 40 0.002179 0.0871 0.1830 34.95 34.95 C-10

10 o 40 0.002179 0.0871 0.0959 38.48 38.54 C-10

1 P06 4 0.002179 0.0087 0.0087 8.00 8.12 C-10

9 PA 36 0.002179 0.0784 0.1656 135.00 137.19 C-10

9 o 36 0.002179 0.0784 0.0871 68.26 68.28 C-10

1 P07 4 0.002179 0.0087 0.0087 5.00 5.10 C-10

8 CRP-11 32 0.002179 0.0697 0.0697 34.12 34.49 C-10

8 PA 32 0.002179 0.0697 0.2179 241.20 242.37 C-10

8 PA 32 0.002179 0.0697 0.1481 53.31 53.37 C-10

8 o 32 0.002179 0.0697 0.0784 24.30 24.42 C-10

1 P08 4 0.002179 0.0087 0.0087 3.00 3.03 C-10

7 o 28 0.002179 0.0610 0.0697 65.98 66.40 C-10

1 P09 4 0.002179 0.0087 0.0087 16.18 16.18 C-10

6 o 24 0.002179 0.0523 0.0610 60.17 60.22 C-10

1 P10 4 0.002179 0.0087 0.0087 16.58 16.59 C-10

5 o 20 0.002179 0.0436 0.0523 35.44 35.67 C-10

1 P11 4 0.002179 0.0087 0.0087 31.82 31.92 C-10

4 o 16 0.002179 0.0349 0.0436 49.47 49.62 C-10

1 P12 4 0.002179 0.0087 0.0087 7.34 7.52 C-10

3 C 12 0.002179 0.0261 0.1133 55.17 55.24 C-10


3/40

AL ULO HIDRAULI O:

AUSARAY -

Nº FAM TRAMO




3 PA 12 0.002179 0.0261 0.0871 51.15 51.93 C-10

3 PA 12 0.002179 0.0261 0.0610 34.91 34.91 C-10

3 o 12 0.002179 0.0261 0.0349 38.38 38.82 C-10

1 P13 4 0.002179 0.0087 0.0087 20.29 21.39 C-10

2 o 8 0.002179 0.0174 0.0261 122.35 123.05 C-10

1 P14 4 0.002179 0.0087 0.0087 3.90 3.90 C-10

1 o 4 0.002179 0.0087 0.0174 128.20 128.21 C-10


4/40

RAULI O: RED DE DISTRIBU IÓN

SECTOR AYQUIRACHE

DIAMETRO (ELOCIDADPERDIDA DE CARGA COTA PIE)OMETRICA COTA TERRENO

UNITARIA POR TRAMO !sn! !sn!

*+lg. !seg. , ! INICIAL FINAL INICIAL FINAL

3/4 0.459 17.358 0.828 3795.700 3794.872 3795.700 3772.950

3/4 0.061 0.417 0.007 3794.872 3794.865 3772.950 3772.000

3/4 0.031 0.116 0.002 3794.865 3794.863 3772.000 3774.930

3/4 0.061 0.417 0.011 3794.863 3794.851 3774.930 3781.490

1/2 0.069 0.833 0.003 3794.851 3794.848 3781.490 3782.450

3/4 0.000 0.000 0.000 3794.851 3794.851 3781.490 3778.240

3/4 1.284 116.612 7.088 3794.872 3787.784 3772.950 3762.850

3/4 0.856 55.078 1.906 3787.784 3785.877 3762.850 3755.780

3/4 0.428 15.278 1.036 3785.877 3784.842 3755.780 3747.000

3/4 0.092 0.884 0.039 3784.842 3784.803 3747.000 3739.000

3/4 0.061 0.417 0.020 3784.803 3784.783 3739.000 3742.120

1/2 0.069 0.833 0.003 3784.783 3784.779 3742.120 3742.920

3/4 0.000 0.000 0.000 3784.783 3784.783 3742.120 3743.670

3/4 0.428 15.278 0.598 3784.842 3784.244 3747.000 3739.000

1/2 0.069 0.833 0.009 3784.244 3784.235 3739.000 3739.980

3/4 0.367 11.487 1.218 3784.244 3722.870 3739.000 3722.870

3/4 1.131 92.237 4.682 3722.870 3718.188 3722.870 3713.810

3/4 0.367 11.487 0.579 3718.188 3717.610 3713.810 3708.960

3/4 0.397 13.321 0.833 3717.610 3716.777 3708.960 3702.000

1/2 0.069 0.833 0.006 3716.777 3716.770 3702.000 3702.000

3/4 0.336 9.779 0.616 3716.770 3691.288 3702.000 3691.288

3/4 0.703 38.276 2.557 3691.288 3688.731 3691.288 3674.000


5/40


SECTOR AYQUIRACHE




3/4 0.367 11.487 1.096 3688.731 3687.635 3674.000 3672.020

1/2 0.069 0.833 0.011 3687.635 3687.623 3672.020 3673.040

3/4 0.642 32.347 1.131 3687.635 3686.504 3672.020 3671.900

3/4 0.336 9.779 0.377 3686.504 3686.127 3671.900 3673.970

1/2 0.069 0.833 0.007 3686.127 3686.120 3673.970 3675.340

3/4 0.581 26.880 3.688 3686.127 3682.440 3673.970 3649.570

3/4 0.306 8.198 0.560 3682.440 3681.880 3649.570 3651.360

1/2 0.069 0.833 0.004 3681.880 3681.876 3651.360 3650.370

3/4 0.245 5.426 0.187 3681.880 3646.310 3651.360 3646.310

3/4 0.764 44.660 10.824 3646.310 3635.486 3646.310 3622.500

3/4 0.520 21.881 1.168 3635.486 3634.318 3622.500 3620.000

3/4 0.275 6.747 0.165 3634.318 3634.153 3620.000 3622.380

1/2 0.069 0.833 0.003 3634.153 3634.151 3622.380 3621.930

3/4 0.245 5.426 0.360 3634.153 3633.793 3622.380 3614.950

1/2 0.069 0.833 0.013 3633.793 3633.779 3614.950 3614.950

3/4 0.214 4.238 0.255 3633.793 3633.538 3614.950 3612.510

1/2 0.069 0.833 0.014 3633.538 3633.524 3612.510 3611.990

3/4 0.183 3.186 0.114 3633.538 3633.424 3612.510 3608.480

1/2 0.069 0.833 0.027 3633.424 3633.397 3608.480 3611.000

3/4 0.153 2.274 0.113 3633.424 3633.311 3608.480 3604.670

1/2 0.069 0.833 0.006 3633.311 3633.305 3604.670 3603.030

3/4 0.397 13.321 0.736 3633.311 3632.575 3604.670 3601.990


6/40


SECTOR AYQUIRACHE




3/4 0.306 8.198 0.426 3632.575 3632.150 3601.990 3593.020

3/4 0.214 4.238 0.148 3632.150 3632.002 3593.020 3593.000

3/4 0.122 1.505 0.058 3632.002 3631.943 3593.000 3598.850

1/2 0.069 0.833 0.018 3631.943 3631.925 3598.850 3605.620

3/4 0.092 0.884 0.109 3631.943 3631.834 3598.850 3611.980

1/2 0.069 0.833 0.003 3631.834 3631.831 3611.980 3612.050

3/4 0.061 0.417 0.054 3631.834 3631.781 3611.980 3613.210


7/40

PRESION

!-a

FINAL

21.92

22.86

19.93

13.36

12.40

16.61

24.9330.10

37.84

45.80

42.66

41.86

41.11

45.24

44.25

0.00

4.38

8.65

14.78

14.77

0.00

14.73


8/40

PRESION

!-a

FINAL

15.61

14.58

14.60

12.16

10.78

32.87

30.5231.51

0.00

12.99

14.32

11.77

12.22

18.84

18.83

21.03

21.53

24.94

22.40

28.64

30.27

30.59


9/40

PRESION

!-a

FINAL

39.13

39.00

33.09

26.31

19.85

19.78

18.57


10/40

AL ULO HIDRA

SEC

Nº FAM TRAMON° HAB. CAUDAL GASTO GASTO

LONGITUD Long. RealPOR TRAMO UNITARIO POR TRAMO DISEÑO


39 RES. & o 156 0.002179 0.3399 0.3399 101.65 105.66

1 P78 4 0.002179 0.0087 0.0087 27.54 27.59

38 o 152 0.002179 0.3312 0.3399 28.90 29.45

1 P77 4 0.002179 0.0087 0.0087 10.12 10.13

37 A 148 0.002179 0.3224 0.3747 37.97 38.39

5 o 20 0.002179 0.0436 0.0523 17.10 17.10

1 P83 4 0.002179 0.0087 0.0087 6.00 6.01

4 o 16 0.002179 0.0349 0.0436 37.71 37.71

1 P82 4 0.002179 0.0087 0.0087 10.00 10.00

3 o 12 0.002179 0.0261 0.0349 69.29 69.32

1 P81 4 0.002179 0.0087 0.0087 28.66 29.20

2 o 8 0.002179 0.0174 0.0261 96.61 96.76

1 P79 4 0.002179 0.0087 0.0087 10.00 10.59

1 o 4 0.002179 0.0087 0.0174 33.07 33.17

1 P80 4 0.002179 0.0087 0.0087 10.00 10.21

0 VP 0 0.002179 0.0000 0.0000 36.90 36.90

32 o 128 0.002179 0.2789 0.2876 8.65 8.65

1 P76 4 0.002179 0.0087 0.0087 10.00 10.10

31 o 124 0.002179 0.2702 0.2789 60.58 60.59

1 P75 4 0.002179 0.0087 0.0087 15.00 15.07

30 Pase Aéreo 120 0.002179 0.2614 0.5316 23.96 24.02

30 o 120 0.002179 0.2614 0.2702 30.98 31.03


11/40

AL ULO HIDRA

SEC




1 P65 4 0.002179 0.0087 0.0087 14.85 14.96

29 o 116 0.002179 0.2527 0.2789 4.41 4.41

2 o 8 0.002179 0.0174 0.0261 7.50 7.55

1 P66 4 0.002179 0.0087 0.0087 8.00 8.00

1 o 4 0.002179 0.0087 0.0174 28.91 29.03

1 P67 4 0.002179 0.0087 0.0087 8.00 8.01

0 VP 0 0.002179 0.0000 0.0000 11.05 11.13

27 o 108 0.002179 0.2353 0.2440 22.62 22.63

1 P68 4 0.002179 0.0087 0.0087 10.00 10.24

26 o 104 0.002179 0.2266 0.2353 18.40 18.40

1 P69 4 0.002179 0.0087 0.0087 10.00 10.29

25 o 100 0.002179 0.2179 0.2266 21.20 21.20

1 P70 4 0.002179 0.0087 0.0087 10.00 10.11

24 B 96 0.002179 0.2092 0.4444 19.13 19.13

24 o 96 0.002179 0.2092 0.2353 21.28 21.32

2 o 8 0.002179 0.0174 0.0261 8.98 9.02

1 P72 4 0.002179 0.0087 0.0087 8.06 8.06

1 o 4 0.002179 0.0087 0.0174 12.79 12.82

1 P73 4 0.002179 0.0087 0.0087 8.06 8.10

22 o 88 0.002179 0.1917 0.2004 31.23 31.23

1 P74 4 0.002179 0.0087 0.0087 10.00 10.11

21 E 84 0.002179 0.1830 0.3747 61.18 61.18


12/40

AL ULO HIDRAUL

SEC



lts.seg lts.seg lts.seg !. "!#21 o 84 0.002179 0.1830 0.1917 9.83 9.83

1 P58 4 0.002179 0.0087 0.0087 8.00 8.10

20 o 80 0.002179 0.1743 0.1830 17.76 17.77

1 P57 4 0.002179 0.0087 0.0087 8.00 8.15

19 o 76 0.002179 0.1656 0.1917 16.00 16.00

2 o 8 0.002179 0.0174 0.0261 13.79 13.90

1 P55 4 0.002179 0.0087 0.0087 7.91 7.91


13/40

LO HIDRAULI O: RED DE DISTRIBU IÓN

ORES AUSARAY - CCOYAPAMPA

DIAMETRO (ELOCIDADPERDIDA DE CARGA COTA PIE)OMETRICA COTA T

CLASE UNITARIA POR TRAMO !sn! !s*+lg. !seg. , ! INICIAL FINAL INICIAL

C-10 1 1/2 0.298 3.488 0.368 3641.669 3641.300 3633.486

C-10 1/2 0.069 0.833 0.023 3641.300 3641.278 3604.670

C-10 1 1/2 0.298 3.488 0.103 3641.300 3641.198 3604.670

C-10 1/2 0.069 0.833 0.008 3641.198 3641.189 3599.030

C-10 1 1/2 0.329 4.178 0.160 3641.198 3641.037 3599.030

C-10 1/2 0.413 22.913 0.392 3641.037 3640.646 3593.340

C-10 1/2 0.069 0.833 0.005 3640.646 3640.641 3593.210

C-10 1 1/2 0.038 0.078 0.003 3640.646 3640.643 3593.210

C-10 1/2 0.069 0.833 0.008 3640.643 3640.634 3593.320

C-10 1 1/2 0.031 0.052 0.004 3640.643 3640.639 3593.320

C-10 1/2 0.069 0.833 0.024 3640.639 3640.615 3595.290

C-10 1 1/2 0.023 0.030 0.003 3640.639 3640.636 3595.290

C-10 1/2 0.069 0.833 0.009 3640.636 3640.627 3600.730

C-10 1 1/2 0.015 0.014 0.000 3640.636 3640.636 3600.730

C-10 1/2 0.069 0.833 0.009 3640.636 3640.627 3603.260

C-10 1 1/2 0.000 0.000 0.000 3640.636 3640.636 3603.260

C-10 1 1/2 0.252 2.560 0.022 3641.037 3641.015 3593.340

C-10 1/2 0.069 0.833 0.008 3641.015 3641.007 3593.200

C-10 1 1/2 0.245 2.419 0.147 3641.015 3640.869 3593.200

C-10 1/2 0.069 0.833 0.013 3640.869 3640.856 3592.270

C-10 1 1/2 0.466 7.979 0.192 3640.869 3640.677 3592.270

C-10 1 1/2 0.237 2.281 0.071 3640.677 3640.606 3590.590


14/40





C-10 1/2 0.069 0.833 0.012 3640.606 3640.594 3592.350

C-10 1 1/2 0.245 2.419 0.011 3640.606 3640.596 3592.350

C-10 3/4 0.092 0.884 0.007 3640.596 3640.589 3592.200

C-10 1/2 0.069 0.833 0.007 3640.589 3640.582 3591.330

C-10 3/4 0.061 0.417 0.012 3640.589 3640.577 3591.330

C-10 1/2 0.069 0.833 0.007 3640.577 3640.570 3588.650

C-10 3/4 0.000 0.000 0.000 3640.577 3640.577 3588.650

C-10 1 1/2 0.214 1.889 0.043 3640.596 3640.553 3592.200

C-10 1/2 0.069 0.833 0.009 3640.553 3640.544 3591.720

C-10 1 1/2 0.206 1.766 0.033 3640.553 3640.520 3591.720

C-10 1/2 0.069 0.833 0.009 3640.520 3640.512 3591.870

C-10 1 1/2 0.199 1.647 0.035 3640.520 3640.485 3591.870

C-10 1/2 0.069 0.833 0.008 3640.485 3640.477 3592.010

C-10 1 1/2 0.390 5.729 0.110 3640.485 3640.376 3592.010

C-10 1 1/2 0.206 1.766 0.038 3640.376 3640.338 3591.840

C-10 1/2 0.206 6.356 0.057 3640.338 3640.281 3590.480

C-10 1/2 0.069 0.833 0.007 3640.281 3640.274 3589.580

C-10 1/2 0.138 3.002 0.038 3640.281 3640.242 3589.580

C-10 1/2 0.069 0.833 0.007 3640.281 3640.274 3589.580

C-10 1 1/2 0.176 1.313 0.041 3640.338 3640.297 3590.480

C-10 1/2 0.069 0.833 0.008 3640.297 3640.289 3590.590

C-10 1 1/2 0.329 4.178 0.256 3640.297 3640.042 3590.590


15/40





C-10 1 1/2 0.168 1.209 0.012 3640.042 3640.030 3591.000

C-10 1/2 0.069 0.833 0.007 3640.030 3640.023 3590.980

C-10 1 1/2 0.161 1.110 0.020 3640.030 3640.010 3590.980

C-10 1/2 0.069 0.833 0.007 3640.010 3640.003 3591.440

C-10 1 1/2 0.168 1.209 0.019 3640.010 3639.991 3591.440

C-10 1/2 0.206 6.356 0.088 3639.991 3639.902 3591.650

C-10 1/2 0.069 0.833 0.007 3639.902 3639.896 3589.880


16/40

RRENO PRESIONn! !-a

FINAL FINAL3604.670 36.63

3603.060 38.22

3599.030 42.17

3598.690 42.50

3593.340 47.70

3593.210 47.44

3592.790 47.85

3593.320 47.32

3593.040 47.59

3595.290 45.35

3600.880 39.73

3600.730 39.91

3597.240 43.39

3603.260 37.38

3601.190 39.44

3603.620 37.02

3593.200 47.82

3591.810 49.20

3592.270 48.60

3593.730 47.13

3590.590 50.09

3592.350 48.26


17/40

RRENO PRESIONn! !-a


3592.200 48.40

3591.330 49.26

3591.380 49.20

3588.650 51.93

3588.250 52.32

3587.320 53.26

3591.720 48.83

3589.520 51.02

3591.870 48.65

3589.430 51.08

3592.010 48.48

3590.550 49.93

3591.840 48.54

3590.480 49.86

3589.580 50.70

3589.780 50.49

3588.750 51.49

3588.760 51.51

3590.590 49.71

3589.120 51.17

3591.000 49.04


18/40

RRENO PRESIONn! !-a


3589.680 50.34

3591.440 48.57

3589.880 50.12

3591.650 48.34

3589.880 50.02

3589.990 49.91


19/40

AL ULO HIDRAULI O: RED DE

AUSARAY - SECTOR PALC

TRAMO

N° HAB. CAUDAL GASTO GASTOLONGITUD Long. Real DIAMETRO


lts.seg lts.seg lts.seg !. "!# *+lg.

RES. & A 36 0.002179 0.0784 0.0784 71.77 82.33 C-10 1

Pase Aéreo 36 0.002179 0.0784 0.1569 66.30 66.30 C-10 1

o 36 0.002179 0.0784 0.0784 25.97 25.97 C-10 1

B 36 0.002179 0.0784 0.0784 49.51 49.56 C-10 1


20/40

: RED DE DISTRIBU IÓN

CAPAMPA

(ELOCIDADPERDIDA DE CARGA COTA PIE)OMETRICA COTA TERRENO PRESION

UNITARIA POR TRAMO !sn! !sn! !-a

!seg. , ! INICIAL FINAL INICIAL FINAL FINAL

0.155 1.664 0.137 3547.207 3547.070 3547.207 3506.870 40.20

0.310 5.999 0.398 3547.070 3546.672 3506.870 3506.215 40.46

0.155 1.664 0.043 3546.672 3546.629 3506.215 3505.890 40.74

0.155 1.664 0.082 3546.629 3546.547 3505.890 3503.760 42.79


21/40


22/40

AL ULO HIDRAULI O:

AUSARAY

Nº FAM TRAMO




3 RES. & o 12 0.002179 0.0261 0.0261 30.57 31.59 C-10

1 P01 4 0.002179 0.0087 0.0087 38.05 38.41 C-10

2 o 8 0.002179 0.0174 0.0261 16.11 16.65 C-10

1 P02 4 0.002179 0.0087 0.0087 12.00 12.05 C-10

1 o 4 0.002179 0.0087 0.0261 21.56 21.66 C-10

1 o 4 0.002179 0.0087 0.0174 39.26 40.01 C-10

1 P03 4 0.002179 0.0087 0.0087 10.00 10.01 C-10

0 VP 0 0.002179 0.0000 0.0000 8.97 9.09 C-10

/0.1/TUB '12 0.$$TUB %2 3$.1/

TUBER4A A REEMPLA)ARTUB '12 119.00TUB %2 60.47

179.47


23/40


24/40


SECTOR TOTORANI




3/4 0.092 0.884 0.028 3655.242 3655.214 3655.242 3647.290

1/2 0.069 0.833 0.032 3655.214 3655.182 3647.290 3642.070

3/4 0.092 0.884 0.015 3655.214 3655.199 3647.290 3643.090

1/2 0.069 0.833 0.010 3655.199 3655.189 3643.090 3641.950

3/4 0.092 0.884 0.019 3655.199 3655.180 3643.090 3640.970

3/4 0.061 0.417 0.017 3655.180 3655.164 3640.970 3633.270

1/2 0.069 0.833 0.008 3655.164 3655.155 3633.270 3632.940

3/4 0.000 0.000 0.000 3655.164 3655.164 3633.270 3631.780


25/40


26/40

PRESION!-a

FINAL

7.92

13.11

12.11

13.24

14.21

21.89

22.22

23.38


27/40


28/40

AL ULO HIDRAULI O

AUSARA

Nº FAM TRAMO




2 RES $1. & o 8 0.002179 0.0174 0.0174 480.90 481.12 C-10

1 P05 4 0.002179 0.0087 0.0087 20.33 20.91 C-10

1 o 4 0.002179 0.0087 0.0174 32.16 32.16 C-10

1 P06 4 0.002179 0.0087 0.0087 8.39 8.39 C-10

0 VP 0 0.002179 0.0000 0.0000 22.73 23.16 C-10

4 RES. & A 16 0.002179 0.0349 0.0349 53.49 55.13 C-102 Pase Aéreo 8 0.002179 0.0174 0.0436 8.91 9.60 C-10

2 o 8 0.002179 0.0174 0.0174 77.33 77.37 C-10

1 P01 4 0.002179 0.0087 0.0087 11.22 11.34 C-10

1 o 4 0.002179 0.0087 0.0174 16.00 16.23 C-10

1 P02 4 0.002179 0.0087 0.0087 10.00 10.31 C-10

0 VP 0 0.002179 0.0000 0.0000 30.95 31.35 C-10

2 o 8 0.002179 0.0174 0.0261 156.64 157.01 C-10

1 P03 4 0.002179 0.0087 0.0087 10.00 10.15 C-10

1 o 4 0.002179 0.0087 0.0174 21.22 21.28 C-101 P04 4 0.002179 0.0087 0.0087 21.22 21.28 C-10

0 VP 0 0.002179 0.0000 0.0000 15.90 15.97 C-10

$$%./3TUB '12 0%$.'5TUB %2 5%.'0

TUBER4A A REEMPLA)AR


29/40

TUB '12 650TUB %2 35

685


30/40


- SECTOR QUISCO




3/4 0.061 0.417 0.201 3626.319 3626.118 3626.319 3611.660

1/2 0.069 0.833 0.017 3626.118 3626.101 3611.660 3606.760

3/4 0.061 0.417 0.013 3626.118 3626.105 3611.660 3611.840

1/2 0.069 0.833 0.007 3626.105 3626.098 3611.840 3611.930

3/4 0.000 0.000 0.000 3626.105 3626.105 3611.840 3607.420

3/4 0.122 1.505 0.083 3596.326 3596.243 3596.326 3582.990 3/4 0.153 2.274 0.022 3596.243 3596.221 3582.990 3579.420

3/4 0.061 0.417 0.032 3596.221 3596.189 3579.420 3581.970

1/2 0.069 0.833 0.009 3596.189 3596.179 3581.970 3583.640

3/4 0.061 0.417 0.007 3596.189 3596.182 3581.970 3579.230

1/2 0.069 0.833 0.009 3596.182 3596.174 3579.230 3581.750

3/4 0.000 0.000 0.000 3596.182 3596.182 3579.230 3574.240

3/4 0.092 0.884 0.139 3596.243 3596.104 3582.990 3572.210

1/2 0.069 0.833 0.008 3596.104 3596.096 3572.210 3570.470

3/4 0.061 0.417 0.009 3596.104 3596.095 3572.210 3570.640 1/2 0.069 0.833 0.018 3596.095 3596.078 3570.640 3569.050

3/4 0.000 0.000 0.000 3596.095 3596.095 3570.640 3569.180


31/40


32/40

PRESION!-a

FINAL

14.46

19.34

14.26

14.17

18.68

13.25

16.80

14.22

12.54

16.95

14.42

21.94

23.89

25.63

25.46

27.03

26.92


33/40


34/40

AL ULO HIDRAULI O

AUSARAY -

Nº FAM TRAMO




1 RES $3. & o 4 0.002179 0.0087 0.0087 151.09 152.80 C-10

1 P01 4 0.002179 0.0087 0.0087 8.00 8.01 C-10

0 VP 0 0.002179 0.0000 0.0000 41.79 41.79 C-10

4 RES $/. & o 16 0.002179 0.0349 0.0349 47.74 51.56 C-10

1 P02 4 0.002179 0.0087 0.0087 10.00 10.10 C-10

3 o 12 0.002179 0.0261 0.0349 4.28 4.31 C-10

1 P03 4 0.002179 0.0087 0.0087 15.00 15.22 C-10

2 o 8 0.002179 0.0174 0.0261 97.88 98.04 C-10

1 P04 4 0.002179 0.0087 0.0087 10.00 10.09 C-10

1 Pase Aéreo 4 0.002179 0.0087 0.0261 81.12 86.29 C-10

1 o 4 0.002179 0.0087 0.0174 241.90 241.99 C-10

1 P05 4 0.002179 0.0087 0.0087 10.00 10.06 C-10

0 VP 0 0.002179 0.0000 0.0000 29.15 29.21 C-10

1 RES $5. & PA 4 0.002179 0.0087 0.0087 111.19 113.40 C-10

1 o 4 0.002179 0.0087 0.0174 269.92 270.12 C-10

1 P06 4 0.002179 0.0087 0.0087 10.00 10.01 C-10

0 VP 0 0.002179 0.0000 0.0000 38.21 38.23 C-10

2 RES $0. & o 8 0.002179 0.0174 0.0174 53.17 53.72 C-10

1 P08 4 0.002179 0.0087 0.0087 10.00 10.01 C-10

1 o 4 0.002179 0.0087 0.0174 174.16 176.04 C-10

1 P07 4 0.002179 0.0087 0.0087 8.00 8.15 C-10

0 VP 0 0.002179 0.0000 0.0000 8.98 9.24 C-10


35/40

2 RES $. & o 8 0.002179 0.0174 0.0174 526.23 526.27 C-10

1 P10 4 0.002179 0.0087 0.0087 15.00 15.02 C-10

1 o 4 0.002179 0.0087 0.0174 17.76 17.80 C-10

1 P09 4 0.002179 0.0087 0.0087 15.00 15.01 C-10

0 VP 0 0.002179 0.0000 0.0000 22.70 22.70 C-10

%$16.%$TUB '12 0''.6TUB %2 .30

TUBER4A A REEMPLA)ARTUB '12 1933.51TUB %2 111.69

2045.2


36/40


SECTOR CONAHUIRE




3/4 0.031 0.116 0.018 3625.065 3625.047 3625.065 3602.270

1/2 0.069 0.833 0.007 3625.047 3625.041 3602.270 3601.790

3/4 0.000 0.000 0.000 3625.047 3625.047 3602.270 3601.940

3/4 0.122 1.505 0.078 3665.234 3665.156 3665.234 3645.760

1/2 0.069 0.833 0.008 3665.156 3665.148 3645.760 3644.350

3/4 0.122 1.505 0.006 3665.156 3665.150 3645.760 3645.270

1/2 0.069 0.833 0.013 3665.150 3665.137 3645.270 3642.680

3/4 0.092 0.884 0.087 3665.150 3665.063 3645.270 3639.690

1/2 0.069 0.833 0.008 3665.063 3665.055 3639.690 3641.030

3/4 0.092 0.884 0.076 3665.063 3664.987 3639.690 3610.278

3/4 0.061 0.417 0.101 3664.987 3664.886 3610.278 3603.860

1/2 0.069 0.833 0.008 3664.886 3664.878 3603.860 3602.750

3/4 0.000 0.000 0.000 3664.886 3664.886 3603.860 3601.970

3/4 0.031 0.116 0.013 3701.669 3701.656 3701.669 3679.397

3/4 0.061 0.417 0.113 3701.656 3701.543 3679.397 3669.130 1/2 0.069 0.833 0.008 3701.543 3701.535 3669.130 3668.600

3/4 0.000 0.000 0.000 3701.543 3701.543 3669.130 3670.490

3/4 0.061 0.417 0.022 3782.085 3782.063 3782.085 3774.420

1/2 0.069 0.833 0.008 3782.063 3782.054 3774.420 3773.970

3/4 0.061 0.417 0.073 3782.063 3781.989 3774.420 3748.760

1/2 0.069 0.833 0.007 3781.989 3781.982 3748.760 3747.180

3/4 0.000 0.000 0.000 3781.989 3781.989 3748.760 3746.570


37/40

3/4 0.061 0.417 0.220 3811.258 3811.038 3811.258 3804.570

1/2 0.069 0.833 0.013 3811.038 3811.026 3804.570 3805.310

3/4 0.061 0.417 0.007 3811.038 3811.031 3804.570 3805.790

1/2 0.069 0.833 0.012 3811.031 3811.018 3805.790 3805.380

3/4 0.000 0.000 0.000 3811.031 3811.031 3805.790 3805.620


38/40

PRESION!-a

FINAL

22.78

23.25

23.11

19.40

20.80

19.88

22.46

25.37

24.02

54.71

61.03

62.13

62.92

22.26

32.41

32.93

31.05

7.64

8.08

33.23

34.80

35.42


39/40

6.47

5.72

5.24

5.64

5.41


40/40

CANTIDAD DE TUBERÍA EN LINEA DE ADUCCIÓN Y DISTRIBUCIÓN

DIÁMETRO CANT TUB. EXISTENTE CANT TUB A REEMPLAZAR

TUBERÍA 1 1/2" 3054.51 1500 TUBERÍA 1" 169.51 250

TUBERÍA 3/4" 620.09 352.51

TUBERÍA DE 1/2" 1616.10 51!.16

TOTAL 12649.21 5849.67

Diseño Distribución c.c.ausaray

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