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Tabla de Cálculo

TABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HAR

PROYECTO: PROYECTISTA:

DESCRIPCION TRAMO LONGITUD DIAMETRO DIAMETRO COE%. GASTO GASTO &ELOCIDAD PERDIDA DE CARGA'

De a '( INTERIOR'( E%ECTI&O'( H-WILLIAMS INICIAL')*!( %INAL')*!( '/!( TUBERIA ADICION

28 29 68.466 48.0 43.4 150 0.700 0.700 0.473 0.424 11.2

29 30 133.071 48.0 43.4 150 0.700 0.700 0.473 0.824 0.0

30 31 66.466 48.0 43.4 150 0.700 0.700 0.473 0.412 45.0

31 32 79.255 48.0 43.4 150 0.700 0.700 0.473 0.491 0.0

32 33 36.264 48.0 43.4 150 0.700 0.700 0.473 0.225 48.8

33 34 49.957 48.0 43.4 150 0.700 0.700 0.473 0.309 0.0

34 35 8.670 48.0 43.4 150 0.700 0.700 0.473 0.054 0.0

35 36 23.120 48.0 43.4 150 0.700 0.700 0.473 0.143 0.0

36 37 217.668 48.0 43.4 150 0.700 0.700 0.473 1.348 0.0

37 38 62.099 48.0 43.4 150 0.676 0.676 0.457 0.361 0.0

38 59 9.753 26.5 22.9 150 0.012 0.012   0.029   0.001 0.0

38 39 32.297 33.0 29.4 150 0.641 0.641 0.944 1.131 0.0

39 40 23.090 33.0 29.4 150 0.593 0.593 0.874 0.701 0.0

40 47 47.090 33.0 29.4 150 0.498 0.498 0.734 1.036 0.0

40 41 19.786 26.5 22.9 150 0.059 0.059   0.144   0.029 0.0

41 42 95.734 26.5 22.9 150 0.047 0.047   0.115   0.091 0.0

42 43 50.333 26.5 22.9 150 0.024 0.024   0.058   0.013 0.0

43 44 171.219 26.5 22.9 150 0.024 0.024   0.058   0.045 0.0

44 45 47.615 26.5 22.9 150 0.012 0.012   0.029   0.003 0.0

45 46 195.559 26.5 22.9 150 0.012 0.012   0.029   0.014 0.0

47 49 54.493 33.0 29.4 150 0.427 0.427 0.629 0.901 0.0

47 48 86.546 26.5 22.9 150 0.059 0.059   0.144   0.125 0.0

49 52 55.625 33.0 29.4 150 0.320 0.320 0.472 0.540 0.0

49 51 86.546 26.5 22.9 150 0.012 0.012   0.029   0.006 0.0

49 50 86.546 26.5 22.9 150 0.059 0.059   0.144   0.125 0.0

52 53 86.546 26.5 22.9 150 0.071 0.071   0.173   0.175 0.0

52 54 86.546 26.5 22.9 150 0.059 0.059   0.144   0.125 0.0

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Tabla de Cálculo

 

ONIBLE'( OBSER&ACIONES

%INAL

 0.000

 33.064

 0.000

 27.921

 0.000

 12.889 13.589

 16.050

 20.647

 26.389

 26.715

 26.331

 26.919

 27.332

 24.425

 28.024

 29.696

 36.193

 33.022

 21.497

 26.920

 29.744

 26.833

 26.894

 28.896 28.112

 28.146

 26.741

29 830

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Nodos

Página 3

RESULTADOS EN NODOS

NODO DESCRIPCION COTA PIEZ.'( COTA T.N.'( PRESION'( + ')*!( + ad,.')*!( + tota) ')*!( TRAMOS

De a + ')*!(

28 978.368 978.368   0.000   0.000 -0.700 -0.700 28 29 0.700

Σ= 0.700

29 966.738 966.738   0.000   0.000 0.000 0.000 29 30 0.700

29 28 -0.700

Σ= 0.000

30 965.914 932.850 33.064 0.000 0.000 0.000 30 31 0.700

30 29 -0.700

Σ= 0.000

31 920.407 920.407   0.000   0.000 0.000 0.000 31 30 -0.700

31 32 0.700

Σ= 0.000

32 919.916 891.995 27.921 0.000 0.000 0.000 32 33 0.700

32 31 -0.700

Σ= 0.000

33 870.855 870.855   0.000   0.000 0.000 0.000 33 32 -0.700

33 34 0.700

Σ= 0.000

34 870.546 857.657 12.889 0.000 0.000 0.000 34 35 0.700

34 33 -0.700

Σ= 0.000

35 870.492 856.903 13.589 0.000 0.000 0.000 35 36 0.700

35 34 -0.700

Σ= 0.000

36 870.349 854.299 16.050 0.000 0.000 0.000 36 37 0.700

36 35 -0.700

Σ= 0.000

37 869.001 848.354 20.647 0.024 0.000 0.024 37 38 0.676

37 36 -0.700

Σ= 0.024

38 868.640 842.251 26.389 0.024 0.000 0.024 38 59 0.012

38 37 -0.676

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Nodos

Página 4

RESULTADOS EN NODOS

NODO DESCRIPCION COTA PIEZ.'( COTA T.N.'( PRESION'( + ')*!( + ad,.')*!( + tota) ')*!( TRAMOS

De a + ')*!(

38 39 0.641

Σ= 0.024

39 867.509 841.178 26.331 0.047 0.000 0.047 39 40 0.593

39 38 -0.641

Σ= 0.047

40 866.808 839.889 26.919 0.036 0.000 0.036 40 47 0.498

40 41 0.059

40 39 -0.593

Σ= 0.036

41 866.779 842.354 24.425 0.012 0.000 0.012 41 40 -0.059

41 42 0.047

Σ= 0.012

42 866.688 838.663 28.024 0.024 0.000 0.024 42 41 -0.047

42 43 0.024

Σ= 0.024

43 866.675 836.978 29.696 0.000 0.000 0.000 43 44 0.024

43 42 -0.024

Σ= 0.000

44 866.629 830.436 36.193 0.012 0.000 0.012 44 45 0.012

44 43 -0.024

Σ= 0.012

45 866.626 833.603 33.022 0.000 0.000 0.000 45 44 -0.012

45 46 0.012

Σ= 0.000

46 866.611 845.114 21.497 0.012 0.000 0.012 46 45 -0.012

Σ= 0.012

47 865.772 838.440 27.332 0.012 0.000 0.012 47 49 0.427

47 40 -0.498

47 48 0.059

Σ= 0.012

48 865.647 835.903 29.744 0.059 0.000 0.059 48 47 -0.059

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Nodos

Página 5

RESULTADOS EN NODOS

NODO DESCRIPCION COTA PIEZ.'( COTA T.N.'( PRESION'( + ')*!( + ad,.')*!( + tota) ')*!( TRAMOS

De a + ')*!(

Σ= 0.059

49 864.871 837.951 26.920 0.036 0.000 0.036 49 52 0.320

49 47 -0.427

49 51 0.012

49 50 0.059

Σ= 0.036

50 864.746 835.851 28.896 0.059 0.000 0.059 50 49 -0.059

Σ= 0.059

51 864.865 837.971 26.894 0.012 0.000 0.012 51 49 -0.012

Σ= 0.012

52 864.332 837.499 26.833 0.024 0.000 0.024 52 53 0.071

52 54 0.059

52 55 0.166

52 49 -0.320

Σ= 0.024

53 864.157 836.045 28.112 0.071 0.000 0.071 53 52 -0.071

Σ= 0.071

54 864.207 836.061 28.146 0.059 0.000 0.059 54 52 -0.059

Σ= 0.059

55 864.316 837.575 26.741 0.000 0.000 0.000 55 56 0.166

55 52 -0.166

Σ= 0.000

56 863.684 833.854 29.830 0.071 0.000 0.071 56 58 0.036

56 57 0.059

56 55 -0.166

Σ= 0.071

57 863.581 830.794 32.787 0.059 0.000 0.059 57 56 -0.059

Σ= 0.059

58 863.635 826.084 37.552 0.036 0.000 0.036 58 56 -0.036

Σ= 0.036

59 868.640 841.924 26.715 0.000 0.000 0.000 59 60 0.012

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Nodos

Página 6

RESULTADOS EN NODOS

NODO DESCRIPCION COTA PIEZ.'( COTA T.N.'( PRESION'( + ')*!( + ad,.')*!( + tota) ')*!( TRAMOS

De a + ')*!(

59 38 -0.012

Σ= 0.000

60 868.636 844.932 23.704 0.012 0.000 0.012 60 59 -0.012Σ= 0.012