DISEÑO DISTRIBUCIÓN ATAPATA

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  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

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      AL ULO HIDRAULI O: RED D

    ATAPATA - S

    Nº FAM TRAMON° HAB. CAUDAL GASTO GASTO LONGITUD Long. Real

    POR TRAMO UNITARIO POR TRAMO DISEÑO CLASE

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

    5 RES. - o 20 0.002179 0.0425 0.0425 124.43 124.84 C-10

    1 P02 4 0.002179 0.0085 0.0085 15.19 15.33 C-10

    4 o 16 0.002179 0.0340 0.0425 185.38 185.39 C-10

    1 P03 4 0.002179 0.0085 0.0085 10.00 10.08 C-10

    3 o 12 0.002179 0.0255 0.0340 82.71 82.76 C-10

    1 P04 4 0.002179 0.0085 0.0085 15.00 15.13 C-10

    2 o 8 0.002179 0.0170 0.0255 66.51 66.58 C-101 P05 4 0.002179 0.0085 0.0085 15.00 15.10 C-10

    1 o 4 0.002179 0.0085 0.0170 80.17 80.75 C-10

    1 P06 4 0.002179 0.0085 0.0085 15.00 15.06 C-10

    0 VP 0 0.002179 0.0000 0.0000 39.27 39.40 C-10

    21 RES. - o 82 0.002179 0.1784 0.1869 103.35 103.56 C-10

    1 P01 4 0.002179 0.0085 0.0085 20.00 20.34 C-10

    20 A   78 0.002179 0.1699 0.1784 290.61 290.86 C-10

    2 o 8 0.002179 0.0170 0.0255 137.37 137.95 C-10

    1 P08 4 0.002179 0.0085 0.0085 12.00 12.00 C-10

    1 o 4 0.002179 0.0085 0.0170 33.73 33.79 C-10

    1 P07 4 0.002179 0.0085 0.0085 12.00 12.07 C-10

    0 VP 0 0.002179 0.0000 0.0000 40.66 40.66 C-10

    19 CRP-01 74 0.002179 0.1614 0.1614 525.98 526.34 C-10

    19 o 74 0.002179 0.1614 0.1699 44.20 44.98 C-10

    1 P09 4 0.002179 0.0085 0.0085 15.00 15.05 C-10

    18 o 70 0.002179 0.1529 0.1614 25.26 25.74 C-10

    1 P10 4 0.002179 0.0085 0.0085 25.00 25.42 C-10

    17 B   66 0.002179 0.1444 0.1444 12.28 12.43 C-10

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      AL ULO HIDRAULI O: RED D

    ATAPATA -

    Nº FAM TRAMON° HAB. CAUDAL GASTO GASTO LONGITUD Long. Real

    POR TRAMO UNITARIO POR TRAMO DISEÑO CLASE

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

    4 o 16 0.002179 0.0340 0.0425 57.21 57.41 C-10

    1 P12 4 0.002179 0.0085 0.0085 25.00 25.57 C-10

    3 o 12 0.002179 0.0255 0.0340 51.40 52.11 C-10

    1 P13 4 0.002179 0.0085 0.0085 20.00 20.36 C-10

    2 o 8 0.002179 0.0170 0.0255 252.91 252.98 C-10

    1 P14 4 0.002179 0.0085 0.0085 15.00 15.12 C-10

    1 o 4 0.002179 0.0085 0.0170 279.40 279.50 C-101 P15 4 0.002179 0.0085 0.0085 10.00 10.01 C-10

    0 VP 0 0.002179 0.0000 0.0000 35.71 36.55 C-10

    13 o 51 0.002179 0.1105 0.1190 50.32 50.97 C-10

    1 P11 4 0.002179 0.0085 0.0085 15.00 15.10 C-10

    12 o 47 0.002179 0.1020 0.1105 104.64 104.68 C-10

    1 P16 4 0.002179 0.0085 0.0085 8.00 8.00 C-10

    11 o 43 0.002179 0.0935 0.1020 72.77 72.81 C-10

    1 P17 4 0.002179 0.0085 0.0085 25.00 25.06 C-10

    10 o 39 0.002179 0.0850 0.1105 83.77 83.89 C-10

    2 o 8 0.002179 0.0170 0.0255 29.99 30.31 C-10

    1 P19 4 0.002179 0.0085 0.0085 31.43 32.02 C-10

    1 o 4 0.002179 0.0085 0.0170 26.56 27.26 C-10

    1 P18 4 0.002179 0.0085 0.0085 10.00 10.54 C-10

    0 VP 0 0.002179 0.0000 0.0000 14.58 15.60 C-10

    8 C   31 0.002179 0.0680 0.0680 32.64 32.93 C-10

    8 CRP-02 31 0.002179 0.0680 0.0680 12.78 12.95 C-10

    8 o 31 0.002179 0.0680 0.0765 41.91 42.84 C-10

    1 P20 4 0.002179 0.0085 0.0085 25.31 25.32 C-10

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      AL ULO HIDRAULI O: RED D

    ATAPATA -

    Nº FAM TRAMON° HAB. CAUDAL GASTO GASTO LONGITUD Long. Real

    POR TRAMO UNITARIO POR TRAMO DISEÑO CLASE

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

    7 o 27 0.002179 0.0595 0.0595 19.26 19.87 C-10

    3 o 12 0.002179 0.0255 0.0255 18.43 18.43 C-10

    1 P22 4 0.002179 0.0085 0.0085 9.17 10.46 C-10

    2 o 8 0.002179 0.0170 0.0255 22.74 22.74 C-10

    1 P21 4 0.002179 0.0085 0.0085 6.35 6.50 C-10

    1 o 4 0.002179 0.0085 0.0170 7.97 7.97 C-10

    1 P23 4 0.002179 0.0085 0.0085 15.37 15.93 C-100 VP 0 0.002179 0.0000 0.0000 17.38 17.38 C-10

    4 D   16 0.002179 0.0340 0.0340 51.17 57.75 C-10

    4 o 16 0.002179 0.0340 0.0425 20.42 20.42 C-10

    1 P25 4 0.002179 0.0085 0.0085 8.00 8.16 C-10

    1 E   4 0.002179 0.0085 0.0085 62.26 62.39 C-10

    1 o 4 0.002179 0.0085 0.0170 54.82 57.13 C-10

    1 P24 4 0.002179 0.0085 0.0085 8.00 8.09 C-10

    1 VP 4 0.002179 0.0085 0.0085 21.85 22.19 C-10

    1 F   4 0.002179 0.0085 0.0085 47.32 47.32 C-101 o 4 0.002179 0.0085 0.0170 53.93 55.34 C-10

    1 P26 4 0.002179 0.0085 0.0085 8.00 8.15 C-10

    0 VP 0 0.002179 0.0000 0.0000 15.36 16.14 C-10

    1 o 4 0.002179 0.0085 0.0170 54.14 54.28 C-10

    1 P27 4 0.002179 0.0085 0.0085 10.00 10.07 C-10

    0 VP 0 0.002179 0.0000 0.0000 23.67 23.73 C-10

    $%&'.()

    TUB ' ')* '+%).,(

    TUB '* '+-.&&

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

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      AL ULO HIDRAULI O: RED D

    ATAPATA -

    Nº FAM TRAMO

    N° HAB. CAUDAL GASTO GASTO

    LONGITUD Long. RealPOR TRAMO UNITARIO POR TRAMO DISEÑO CLASElts.seg lts.seg lts.seg !. "!#

    TUB $+* +(%.&&

    TUB ')* +'.)

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

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    AULI O: RED DE DISTRIBU IÓN

      ECTOR HUANCARANI

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TERRENO PRESIONUNITARIA POR TRAMO !sn! !sn! !1a

    23lg. !seg. 4 ! INICIAL FINAL INICIAL FINAL FINAL

    1 0.084 0.535 0.067 4023.930 4023.863 4023.930 4013.860 10.00

     1/2 0.067 0.795 0.012 4023.863 4023.851 4013.860 4011.770 12.08

    1 0.084 0.535 0.099 4023.863 4023.764 4013.860 4012.410 11.35

     1/2 0.067 0.795 0.008 4023.764 4023.756 4012.410 4013.642 10.11

    1 0.067 0.354 0.029 4023.764 4023.735 4012.410 4009.578 14.16

     1/2 0.067 0.795 0.012 4023.735 4023.723 4009.578 4011.542 12.18

    1 0.050 0.208 0.014 4023.735 4023.721 4009.578 4006.604 17.12

     1/2 0.067 0.795 0.012 4023.721 4023.709 4006.604 4008.320 15.39

    1 0.034 0.098 0.008 4023.721 4023.713 4006.604 3996.932 26.78

     1/2 0.067 0.795 0.012 4023.713 4023.701 3996.932 3995.601 28.10

    1 0.000 0.000 0.000 4023.713 4023.713 3996.932 3993.770 29.94

    1 1/2 0.164 1.154 0.120 4023.713 4023.593 4023.930 4017.346 6.25

     1/2 0.067 0.795 0.016 4023.593 4023.577 4017.346 4013.670 9.91

    1 1/2 0.157 1.059 0.308 4023.593 4023.285 4017.346 4005.407 17.88

    1 0.050 0.208 0.029 4023.285 4023.257 4005.407 3992.776 30.48

     1/2 0.067 0.795 0.010 4023.257 4023.247 3992.776 3992.456 30.79

    1 0.034 0.098 0.003 4023.257 4023.253 3992.776 3990.759 32.49

     1/2 0.067 0.795 0.010 4023.253 4023.244 3990.759 3989.474 33.77

    1 0.000 0.000 0.000 4023.253 4023.253 3990.759 3990.605 32.65

    1 1/2 0.142 0.880 0.463 4023.285 3986.040 4005.407 3986.040 0.00

    1 1/2 0.149 0.967 0.044 3986.040 3985.996 3986.040 3977.708 8.29

     1/2 0.067 0.795 0.012 3985.996 3985.985 3977.708 3976.507 9.48

    1 1/2 0.142 0.880 0.023 3985.996 3985.974 3977.708 3972.764 13.21

     1/2 0.067 0.795 0.020 3985.974 3985.954 3972.764 3968.177 17.78

    1 1/2 0.127 0.716 0.009 3985.974 3985.965 3972.764 3970.826 15.14

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    AULI O: RED DE DISTRIBU IÓN

      ECTOR HUANCARANI

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TERRENO PRESIONUNITARIA POR TRAMO !sn! !sn! !1a

    23lg. !seg. 4 ! INICIAL FINAL INICIAL FINAL FINAL

    1 0.084 0.535 0.031 3985.965 3985.934 3970.826 3966.045 19.89

     1/2 0.067 0.795 0.020 3985.934 3985.914 3966.045 3960.691 25.22

    1 0.067 0.354 0.018 3985.934 3985.916 3966.045 3957.471 28.44

     1/2 0.067 0.795 0.016 3985.916 3985.900 3957.471 3953.668 32.23

    1 0.050 0.208 0.053 3985.916 3985.863 3957.471 3951.667 34.20

     1/2 0.067 0.795 0.012 3985.863 3985.851 3951.667 3953.530 32.32

    1 0.034 0.098 0.027 3985.863 3985.836 3951.667 3944.181 41.65

     1/2 0.067 0.795 0.008 3985.836 3985.828 3944.181 3943.682 42.15

    1 0.000 0.000 0.000 3985.836 3985.836 3944.181 3936.377 49.46

    1 1/2 0.104 0.500 0.025 3985.965 3985.939 3970.826 3962.729 23.21

     1/2 0.067 0.795 0.012 3985.939 3985.927 3962.729 3961.004 24.92

    1 1/2 0.097 0.436 0.046 3985.939 3985.894 3962.729 3959.683 26.21

     1/2 0.067 0.795 0.006 3985.894 3985.887 3959.683 3959.420 26.47

    1 1/2 0.089 0.376 0.027 3985.894 3985.866 3959.683 3957.311 28.56

     1/2 0.067 0.795 0.020 3985.866 3985.847 3957.311 3955.633 30.21

    1 1/2 0.097 0.436 0.037 3985.866 3985.830 3957.311 3952.806 33.02

     3/4 0.089 0.843 0.026 3985.830 3985.804 3952.806 3948.398 37.41

     1/2 0.067 0.795 0.025 3985.804 3985.779 3948.398 3942.277 43.50

     3/4 0.060 0.398 0.011 3985.804 3985.793 3948.398 3942.255 43.54

     1/2 0.067 0.795 0.008 3985.793 3985.785 3942.255 3938.931 46.85

     3/4 0.000 0.000 0.000 3985.793 3985.793 3942.255 3936.696 49.10

    1 1/2 0.060 0.178 0.006 3985.830 3985.824 3952.806 3948.425 37.40

    1 1/2 0.060 0.178 0.002 3985.824 3946.343 3948.425 3946.343 0.00

    1 1/2 0.067 0.221 0.009 3946.343 3946.334 3946.343 3937.448 8.89

     1/2 0.067 0.795 0.020 3946.334 3946.313 3937.448 3936.600 9.71

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    AULI O: RED DE DISTRIBU IÓN

      ECTOR HUANCARANI

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TERRENO PRESIONUNITARIA POR TRAMO !sn! !sn! !1a

    23lg. !seg. 4 ! INICIAL FINAL INICIAL FINAL FINAL

    1 1/2 0.052 0.139 0.003 3946.334 3946.331 3937.448 3932.556 13.77

     3/4 0.089 0.843 0.016 3946.331 3946.315 3932.556 3932.313 14.00

     1/2 0.067 0.795 0.008 3946.315 3946.307 3932.313 3927.286 19.02

     3/4 0.089 0.843 0.019 3946.315 3946.296 3932.313 3932.516 13.78

     1/2 0.067 0.795 0.005 3946.296 3946.291 3932.516 3931.145 15.15

     3/4 0.060 0.398 0.003 3946.296 3946.293 3932.516 3932.407 13.89

     1/2 0.067 0.795 0.013 3946.293 3946.280 3932.407 3928.209 18.07 3/4 0.000 0.000 0.000 3946.293 3946.293 3932.407 3932.077 14.22

    1 1/2 0.030 0.049 0.003 3946.331 3946.328 3932.556 3905.795 40.53

     3/4 0.149 2.170 0.044 3946.328 3946.284 3905.795 3905.425 40.86

     1/2 0.067 0.795 0.006 3946.284 3946.277 3905.425 3903.803 42.47

     3/4 0.030 0.111 0.007 3946.284 3946.277 3905.425 3909.381 36.90

     3/4 0.060 0.398 0.023 3946.277 3946.254 3909.381 3893.287 52.97

     1/2 0.067 0.795 0.006 3946.254 3946.248 3893.287 3892.102 54.15

     3/4 0.030 0.111 0.002 3946.254 3946.252 3893.287 3889.401 56.85

     3/4 0.030 0.111 0.005 3946.328 3946.323 3905.795 3905.378 40.94

     3/4 0.060 0.398 0.022 3946.323 3946.301 3905.378 3892.965 53.34

     1/2 0.067 0.795 0.006 3946.301 3946.294 3892.965 3891.398 54.90

     3/4 0.000 0.000 0.000 3946.301 3946.301 3892.965 3888.000 58.30

     3/4 0.060 0.398 0.022 3946.323 3946.301 3905.378 3901.462 44.84

     1/2 0.067 0.795 0.008 3946.301 3946.293 3901.462 3902.635 43.66

     3/4 0.000 0.000 0.000 3946.301 3946.301 3901.462 3899.768 46.53

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    AULI O: RED DE DISTRIBU IÓN

      ECTOR HUANCARANI

    DIAMETRO /ELOCIDADPERDIDA DE CARGA COTA PIE0OMETRICA COTA TERRENO PRESION

    UNITARIA POR TRAMO !sn! !sn! !1a23lg. !seg. 4 ! INICIAL FINAL INICIAL FINAL FINAL

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  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

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      AL ULO HIDRAULI O:

    AT

    Nº FAM TRAMON° HAB. CAUDAL GASTO GASTO LONGITUD Long. Real

    POR TRAMO UNITARIO POR TRAMO DISEÑOlts.seg lts.seg lts.seg !. "!#

    1 P66 4 0.002179 0.0087 0.0087 8.00 8.06

    43 o 172 0.002179 0.3747 0.3834 5.07 5.10

    1 P63 4 0.002179 0.0087 0.0087 10.00 10.10

    42 o 168 0.002179 0.3660 0.7407 4.05 4.09

    42 o 168 0.002179 0.3660 0.3747 9.66 9.67

    1 P61 4 0.002179 0.0087 0.0087 4.05 4.31

    41 o 164 0.002179 0.3573 0.3660 3.16 3.17

    1 P62 4 0.002179 0.0087 0.0087 10.00 10.05

    40 o 160 0.002179 0.3486 0.3834 28.35 28.44

    3 o 12 0.002179 0.0261 0.0349 3.99 4.08

    1 P56 4 0.002179 0.0087 0.0087 8.00 8.09

    2 o 8 0.002179 0.0174 0.0261 4.14 4.22

    1 P60 4 0.002179 0.0087 0.0087 8.00 8.22

    1 o 4 0.002179 0.0087 0.0174 22.91 23.51

    1 P55 4 0.002179 0.0087 0.0087 12.00 12.00

    37 o 148 0.002179 0.3224 0.3573 5.06 5.06

    3 o 12 0.002179 0.0261 0.0349 6.61 6.67

    1 P57 4 0.002179 0.0087 0.0087 8.00 8.03

    2 o 8 0.002179 0.0174 0.0261 8.06 8.27

    1 P59 4 0.002179 0.0087 0.0087 8.89 8.94

    1 o 4 0.002179 0.0087 0.0174 11.18 11.32

    1 P58 4 0.002179 0.0087 0.0087 11.01 11.07

    34 o 136 0.002179 0.2963 0.3050 59.65 59.69

    1 P51 4 0.002179 0.0087 0.0087 8.00 8.09

    33

    E  132 0.002179 0.2876 0.9586 11.10 11.10

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      AL ULO HIDRAULI O:

    AT

    Nº FAM TRAMON° HAB. CAUDAL GASTO GASTO LONGITUD Long. Real

    POR TRAMO UNITARIO POR TRAMO DISEÑOlts.seg lts.seg lts.seg !. "!#

    18 o 72 0.002179 0.1569 0.1656 11.67 11.98

    1 P50 4 0.002179 0.0087 0.0087 10.00 10.08

    17 o 68 0.002179 0.1481 0.1569 10.70 10.96

    1 P52 4 0.002179 0.0087 0.0087 10.00 10.03

    16 o 64 0.002179 0.1394 0.1481 3.30 3.38

    1 P49 4 0.002179 0.0087 0.0087 12.00 12.13

    15

    F  60 0.002179 0.1307 0.1307 7.60 7.78

    15 o 60 0.002179 0.1307 0.2702 23.54 23.75

    15 o 60 0.002179 0.1307 0.1394 9.87 9.91

    1 P54 4 0.002179 0.0087 0.0087 8.00 8.14

    14 G   56 0.002179 0.1220 0.1220 13.13 13.52

    14 o 56 0.002179 0.1220 0.1307 25.62 26.29

    1 P53 4 0.002179 0.0087 0.0087 10.00 10.00

    13 H   52 0.002179 0.1133 0.1133 6.41 6.51

    1 o 4 0.002179 0.0087 0.0174 36.57 36.62

    1 P72 4 0.002179 0.0087 0.0087 10.00 10.07

    12 CRP-03 48 0.002179 0.1046 0.2092 32.32 32.80

    12 I   48 0.002179 0.1046 0.1046 90.70 91.13

    5 o 20 0.002179 0.0436 0.0959 32.85 32.99

    5 o 20 0.002179 0.0436 0.0523 23.90 23.92

    1 P141 4 0.002179 0.0087 0.0087 12.00 12.06

    4 o 16 0.002179 0.0349 0.0436 17.01 17.08

    1 P142 4 0.002179 0.0087 0.0087 8.00 8.02

    3 o 12 0.002179 0.0261 0.0349 47.03 47.05

    1 P143 4 0.002179 0.0087 0.0087 12.00 12.21

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      AL ULO HIDRAULI O:

    AT

    Nº FAM TRAMON° HAB. CAUDAL GASTO GASTO LONGITUD Long. Real

    POR TRAMO UNITARIO POR TRAMO DISEÑOlts.seg lts.seg lts.seg !. "!#

    2 o 8 0.002179 0.0174 0.0610 28.54 28.54

    2 o 8 0.002179 0.0174 0.0436 27.29 27.40

    2 o 8 0.002179 0.0174 0.0261 6.84 6.84

    1 P144 4 0.002179 0.0087 0.0087 8.00 8.09

    1 o 4 0.002179 0.0087 0.0174 37.01 37.07

    1 P145 4 0.002179 0.0087 0.0087 10.00 10.09

    0 VP 0 0.002179 0.0000 0.0000 77.94 77.94

    7 6   28 0.002179 0.0610 0.0610 139.03 139.65

    7 o 28 0.002179 0.0610 0.0697 32.15 32.27

    1 P146 4 0.002179 0.0087 0.0087 20.00 20.03

    6 o 24 0.002179 0.0523 0.0610 90.87 91.00

    1 P147 4 0.002179 0.0087 0.0087 20.00 20.00

    5 7   20 0.002179 0.0436 0.0436 94.16 94.27

    1 o 4 0.002179 0.0087 0.0174 56.71 56.74

    1 P148 4 0.002179 0.0087 0.0087 15.00 15.00

    4 o 16 0.002179 0.0349 0.1481 23.02 23.03

    4 o 16 0.002179 0.0349 0.1133 26.23 26.24

    4 o 16 0.002179 0.0349 0.0784 71.78 71.82

    4 o 16 0.002179 0.0349 0.0436 9.98 9.99

    1 P149 4 0.002179 0.0087 0.0087 14.94 14.94

    3 o 12 0.002179 0.0261 0.0349 97.88 97.89

    1 P150 4 0.002179 0.0087 0.0087 15.00 15.05

    2 L   8 0.002179 0.0174 0.0174 20.52 20.52

    1 o 4 0.002179 0.0087 0.0174 136.25 136.52

    1 P151 4 0.002179 0.0087 0.0087 15.00 15.15

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      AL ULO HIDRAULI O:

    AT

    Nº FAM TRAMON° HAB. CAUDAL GASTO GASTO LONGITUD Long. Real

    POR TRAMO UNITARIO POR TRAMO DISEÑOlts.seg lts.seg lts.seg !. "!#

    1 o 4 0.002179 0.0087 0.0261 101.52 101.53

    1 o 4 0.002179 0.0087 0.0174 62.17 62.19

    1 P152 4 0.002179 0.0087 0.0087 10.00 10.01

    0 VP 0 0.002179 0.0000 0.0000 10.01 10.01

    15 o 60 0.002179 0.1307 0.1394 14.92 14.92

    1 P46 4 0.002179 0.0087 0.0087 14.97 15.24

    14 o 56 0.002179 0.1220 0.1481 3.04 3.05

    2 o 8 0.002179 0.0174 0.0261 11.09 11.53

    1 P47 4 0.002179 0.0087 0.0087 8.00 8.00

    1 P48 4 0.002179 0.0087 0.0087 11.09 11.47

    12 o 48 0.002179 0.1046 0.1133 44.30 44.34

    1 P39 4 0.002179 0.0087 0.0087 12.00 12.24

    11 o 44 0.002179 0.0959 0.2963 18.26 18.30

    11 o 44 0.002179 0.0959 0.2004 55.22 55.30

    11 o 44 0.002179 0.0959 0.1046 34.29 34.36

    1 P34 4 0.002179 0.0087 0.0087 12.00 12.75

    10 o 40 0.002179 0.0871 0.1830 8.73 8.76

    10 o 40 0.002179 0.0871 0.0959 26.23 26.26

    1 P33 4 0.002179 0.0087 0.0087 8.00 8.31

    9 o 36 0.002179 0.0784 0.2789 17.45 17.59

    9 o 36 0.002179 0.0784 0.2004 54.65 54.88

    9 T   36 0.002179 0.0784 0.0784 14.42 14.43

    4 o 16 0.002179 0.0349 0.0436 2.82 2.83

    1 P31 4 0.002179 0.0087 0.0087 19.53 20.16

    3 o 12 0.002179 0.0261 0.0349 30.32 30.41

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      AL ULO HIDRAULI O:

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    Nº FAM TRAMON° HAB. CAUDAL GASTO GASTO LONGITUD Long. Real

    POR TRAMO UNITARIO POR TRAMO DISEÑOlts.seg lts.seg lts.seg !. "!#

    1 P30 4 0.002179 0.0087 0.0261 6.69 7.00

    2 Pase Aéreo 8 0.002179 0.0174 0.0174 46.30 47.61

    2 /   8 0.002179 0.0174 0.0174 18.83 21.91

    2 8   8 0.002179 0.0174 0.0174 77.13 77.32

    2 o 8 0.002179 0.0174 0.0261 6.51 6.58

    1 P28 4 0.002179 0.0087 0.0087 10.00 10.01

    1 o 4 0.002179 0.0087 0.0174 119.32 120.00

    1 P29 4 0.002179 0.0087 0.0087 15.00 15.08

    0 VP 0 0.002179 0.0000 0.0000 18.45 18.53

    5 o 20 0.002179 0.0436 0.0523 9.25 9.63

    1 P32 4 0.002179 0.0087 0.0087 15.00 15.07

    4 o 16 0.002179 0.0349 0.0784 16.00 16.38

    4 o 16 0.002179 0.0349 0.0436 42.52 43.08

    1 P35 4 0.002179 0.0087 0.0087 15.00 15.01

    3 o 12 0.002179 0.0261 0.0349 57.94 59.21

    1 P36 4 0.002179 0.0087 0.0087 10.00 10.15

    2 o 8 0.002179 0.0174 0.0261 168.10 169.79

    1 P37 4 0.002179 0.0087 0.0087 10.00 10.04

    1 o 4 0.002179 0.0087 0.0174 40.60 40.89

    1 P38 4 0.002179 0.0087 0.0087 10.00 10.07

    0 VP 0 0.002179 0.0000 0.0000 25.10 25.22

    73 o 292 0.002179 0.6362 0.6449 1.19 1.20

    1 P79 4 0.002179 0.0087 0.0087 8.00 8.02

    72 o 288 0.002179 0.6275 0.6362 11.71 11.72

    1 P67 4 0.002179 0.0087 0.0087 12.00 12.07

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      AL ULO HIDRAULI O:

    AT

    Nº FAM TRAMON° HAB. CAUDAL GASTO GASTO LONGITUD Long. Real

    POR TRAMO UNITARIO POR TRAMO DISEÑOlts.seg lts.seg lts.seg !. "!#

    70 o 280 0.002179 0.6100 0.6187 8.27 8.27

    1 P78 4 0.002179 0.0087 0.0087 8.00 8.03

    69 M   276 0.002179 0.6013 0.6013 10.26 10.27

    29 o 116 0.002179 0.2527 0.2614 23.93 24.01

    1 P71 4 0.002179 0.0087 0.0087 8.42 8.46

    28 o 112 0.002179 0.2440 0.2527 5.33 5.33

    1 P76 4 0.002179 0.0087 0.0087 10.00 10.00

    27 o 108 0.002179 0.2353 0.9499 3.77 3.79

    27 o 108 0.002179 0.2353 0.7146 10.45 10.46

    27 N   108 0.002179 0.2353 0.2353 14.68 14.76

    27 o 108 0.002179 0.2353 0.2440 13.88 13.88

    1 P75 4 0.002179 0.0087 0.0087 10.00 10.01

    26 o 104 0.002179 0.2266 0.2353 9.01 9.05

    1 P74 4 0.002179 0.0087 0.0087 12.00 12.00

    25 o 100 0.002179 0.2179 0.2266 2.86 2.88

    1 P81 4 0.002179 0.0087 0.0087 10.00 10.00

    24 o 96 0.002179 0.2092 0.2179 27.56 27.82

    1 P88 4 0.002179 0.0087 0.0087 8.00 8.02

    23 Ñ   92 0.002179 0.2004 0.2004 15.91 16.05

    23 o 92 0.002179 0.2004 0.2092 42.52 42.52

    1 P86 4 0.002179 0.0087 0.0087 10.00 10.16

    22 O   88 0.002179 0.1917 0.1917 21.37 21.37

    5 o 20 0.002179 0.0436 0.0523 11.79 11.81

    1 P85 4 0.002179 0.0087 0.0087 6.00 6.03

    4 o 16 0.002179 0.0349 0.0436 3.25 3.25

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      AL ULO HIDRAULI O:

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    Nº FAM TRAMON° HAB. CAUDAL GASTO GASTO LONGITUD Long. Real

    POR TRAMO UNITARIO POR TRAMO DISEÑOlts.seg lts.seg lts.seg !. "!#

    1 P84 4 0.002179 0.0087 0.0087 8.05 8.11

    3 o 12 0.002179 0.0261 0.0349 23.85 24.00

    1 P83 4 0.002179 0.0087 0.0087 5.00 5.00

    2 o 8 0.002179 0.0174 0.0261 10.32 10.33

    1 P82 4 0.002179 0.0087 0.0087 5.00 5.00

    1 o 4 0.002179 0.0087 0.0261 12.71 12.72

    1 o 4 0.002179 0.0087 0.0174 15.92 15.92

    1 P73 4 0.002179 0.0087 0.0087 8.00 8.02

    0 VP 0 0.002179 0.0000 0.0000 18.59 18.66

    17 o 68 0.002179 0.1481 0.1569 7.81 7.83

    1 P104 4 0.002179 0.0087 0.0087 4.00 4.01

    16 o 64 0.002179 0.1394 0.1481 20.05 20.07

    1 P87 4 0.002179 0.0087 0.0087 7.98 7.98

    15 o 60 0.002179 0.1307 0.2702 4.48 4.49

    15 o 60 0.002179 0.1307 0.1394 10.44 10.46

    1 P105 4 0.002179 0.0087 0.0087 5.00 5.02

    14 o 56 0.002179 0.1220 0.1307 12.03 12.04

    1 P106 4 0.002179 0.0087 0.0087 5.00 5.00

    13 o 52 0.002179 0.1133 0.1220 12.86 12.92

    1 P103 4 0.002179 0.0087 0.0087 10.00 10.01

    12 o 48 0.002179 0.1046 0.1133 22.70 22.87

    1 P107 4 0.002179 0.0087 0.0087 6.00 6.00

    11 o 44 0.002179 0.0959 0.1046 3.79 3.81

    1 P109 4 0.002179 0.0087 0.0087 6.00 6.00

    10 o 40 0.002179 0.0871 0.0959 7.97 8.04

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      AL ULO HIDRAULI O:

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    Nº FAM TRAMON° HAB. CAUDAL GASTO GASTO LONGITUD Long. Real

    POR TRAMO UNITARIO POR TRAMO DISEÑOlts.seg lts.seg lts.seg !. "!#

    1 P108 4 0.002179 0.0087 0.0087 8.00 8.00

    9 o 36 0.002179 0.0784 0.0871 16.21 16.31

    1 P110 4 0.002179 0.0087 0.0087 6.00 6.01

    8 o 32 0.002179 0.0697 0.0784 8.65 8.70

    1 P111 4 0.002179 0.0087 0.0087 15.00 15.03

    7 P   28 0.002179 0.0610 0.0610 13.37 13.47

    2 o 8 0.002179 0.0174 0.0436 31.22 31.33

    2 o 8 0.002179 0.0174 0.0261 5.89 5.89

    1 P112 4 0.002179 0.0087 0.0087 6.01 6.04

    1 o 4 0.002179 0.0087 0.0174 30.65 30.65

    1 P113 4 0.002179 0.0087 0.0087 6.00 6.02

    0 o 0 0.002179 0.0000 0.0523 18.40 18.42

    0 T   0 0.002179 0.0000 0.0436 32.86 32.87

    5 o 20 0.002179 0.0436 0.0436 47.82 47.97

    1 P114 4 0.002179 0.0087 0.0087 14.98 14.98

    4 o 16 0.002179 0.0349 0.0436 2.90 2.90

    1 P115 4 0.002179 0.0087 0.0087 12.00 12.03

    3 o 12 0.002179 0.0261 0.0349 29.53 29.53

    1 P116 4 0.002179 0.0087 0.0087 6.00 6.04

    2 o 8 0.002179 0.0174 0.0261 16.51 16.55

    1 P117 4 0.002179 0.0087 0.0087 6.00 6.08

    1 o 4 0.002179 0.0087 0.0261 8.84 8.89

    1 o 4 0.002179 0.0087 0.0174 2.90 2.91

    1 P118 4 0.002179 0.0087 0.0087 8.00 8.08

    0 VP 0 0.002179 0.0000 0.0000 14.20 14.31

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  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

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      AL ULO HIDRAULI O:

    AT

    Nº FAM TRAMON° HAB. CAUDAL GASTO GASTO LONGITUD Long. Real

    POR TRAMO UNITARIO POR TRAMO DISEÑOlts.seg lts.seg lts.seg !. "!#

    31 o 124 0.002179 0.2702 0.2789 15.46 15.55

    1 P90 4 0.002179 0.0087 0.0087 15.00 15.03

    30 o 120 0.002179 0.2614 0.2702 12.65 12.70

    1 P89 4 0.002179 0.0087 0.0087 8.00 8.01

    29 S   116 0.002179 0.2527 0.2527 39.10 39.28

    5 o 20 0.002179 0.0436 0.0523 11.79 11.80

    1 P96 4 0.002179 0.0087 0.0087 8.00 8.05

    4 o 16 0.002179 0.0349 0.0436 10.18 10.18

    1 P97 4 0.002179 0.0087 0.0087 7.00 7.05

    3 o 12 0.002179 0.0261 0.0610 17.87 17.87

    3 o 12 0.002179 0.0261 0.0349 7.10 7.13

    1 P98 4 0.002179 0.0087 0.0087 10.00 10.00

    2 o 8 0.002179 0.0174 0.0261 24.60 24.72

    1 P101 4 0.002179 0.0087 0.0087 10.95 11.01

    1 o 4 0.002179 0.0087 0.0174 17.78 17.90

    1 P102 4 0.002179 0.0087 0.0087 13.00 13.00

    0 VP 0 0.002179 0.0000 0.0000 24.76 24.81

    24 o 96 0.002179 0.2092 0.2179 4.86 4.96

    1 P119 4 0.002179 0.0087 0.0087 18.00 18.00

    23 o 92 0.002179 0.2004 0.2092 7.72 7.80

    1 P99 4 0.002179 0.0087 0.0087 8.00 8.00

    22 o 88 0.002179 0.1917 0.2004 10.99 11.07

    1 P100 4 0.002179 0.0087 0.0087 12.00 12.01

    21 o 84 0.002179 0.1830 0.1917 2.34 2.36

    1 P120 4 0.002179 0.0087 0.0087 10.41 10.42

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      AL ULO HIDRAULI O:

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    Nº FAM TRAMO N° HAB. CAUDAL GASTO GASTO LONGITUD Long. RealPOR TRAMO UNITARIO POR TRAMO DISEÑOlts.seg lts.seg lts.seg !. "!#

    20 o 80 0.002179 0.1743 0.1830 4.87 4.91

    1 P122 4 0.002179 0.0087 0.0087 8.00 8.00

    19 o 76 0.002179 0.1656 0.1743 8.75 8.78

    1 P121 4 0.002179 0.0087 0.0087 10.00 10.00

    18 o 72 0.002179 0.1569 0.1656 9.73 9.75

    1 P123 4 0.002179 0.0087 0.0087 12.00 12.01

    17 o 68 0.002179 0.1481 0.1569 10.76 10.84

    1 P124 4 0.002179 0.0087 0.0087 10.00 10.00

    16 o 64 0.002179 0.1394 0.1481 6.90 6.97

    1 P125 4 0.002179 0.0087 0.0087 12.00 12.00

    15 o 60 0.002179 0.1307 0.1394 17.52 17.61

    1 P127 4 0.002179 0.0087 0.0087 10.00 10.01

    14 o 56 0.002179 0.1220 0.2527 4.01 4.03

    14 o 56 0.002179 0.1220 0.1307 14.67 14.71

    1 P126 4 0.002179 0.0087 0.0087 8.00 8.00

    13 o 52 0.002179 0.1133 0.1220 9.68 9.69

    1 P128 4 0.002179 0.0087 0.0087 10.00 10.00

    12 o 48 0.002179 0.1046 0.1133 9.43 9.44

    1 P129 4 0.002179 0.0087 0.0087 8.00 8.01

    11 o 44 0.002179 0.0959 0.2963 8.73 8.75

    11 T:   44 0.002179 0.0959 0.0959 22.01 22.06

    11 o 44 0.002179 0.0959 0.1046 13.03 13.06

    1 P130 4 0.002179 0.0087 0.0087 10.00 10.00

    10 o 40 0.002179 0.0871 0.1830 7.27 7.29

    10 o 40 0.002179 0.0871 0.0959 20.41 20.49

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      AL ULO HIDRAULI O:

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    Nº FAM TRAMO N° HAB. CAUDAL GASTO GASTO LONGITUD Long. RealPOR TRAMO UNITARIO POR TRAMO DISEÑOlts.seg lts.seg lts.seg !. "!#

    1 P131 4 0.002179 0.0087 0.0087 10.00 10.04

    9 CRP-04 36 0.002179 0.0784 0.0784 3.17 3.18

    9 o 36 0.002179 0.0784 0.1656 41.39 41.62

    9 o 36 0.002179 0.0784 0.0871 49.90 50.10

    1 P132 4 0.002179 0.0087 0.0087 10.00 10.00

    8 o 32 0.002179 0.0697 0.0784 5.13 5.14

    1 P133 4 0.002179 0.0087 0.0087 10.00 10.00

    7 o 28 0.002179 0.0610 0.0697 19.00 19.06

    1 P134 4 0.002179 0.0087 0.0087 10.00 10.00

    6 o 24 0.002179 0.0523 0.1133 40.86 40.99

    6 o 24 0.002179 0.0523 0.0610 12.48 12.54

    1 P135 4 0.002179 0.0087 0.0087 10.00 10.03

    5 o 20 0.002179 0.0436 0.0959 161.90 162.14

    5 o 20 0.002179 0.0436 0.0523 8.31 8.32

    1 P136 4 0.002179 0.0087 0.0087 10.00 10.00

    4 o 16 0.002179 0.0349 0.0436 61.57 61.63

    1 P137 4 0.002179 0.0087 0.0087 20.00 20.01

    3 o 12 0.002179 0.0261 0.0349 8.97 8.98

    1 P138 4 0.002179 0.0087 0.0087 10.00 10.00

    2 o 8 0.002179 0.0174 0.0261 24.96 25.00

    1 P139 4 0.002179 0.0087 0.0087 10.00 10.01

    1 o 4 0.002179 0.0087 0.0174 14.88 14.89

    1 P140 4 0.002179 0.0087 0.0087 12.00 12.00

    0 VP 0 0.002179 0.0000 0.0000 25.49 25.53

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      AL ULO HIDRAULI O:

    AT

    Nº FAM TRAMO

    N° HAB. CAUDAL GASTO GASTO

    LONGITUD Long. RealPOR TRAMO UNITARIO POR TRAMO DISEÑOlts.seg lts.seg lts.seg !. "!#

    TUB ' ')*   202.31TUB '*   3309.16

    TUB $+*   1681.52

    TUB ')*   1349.06

    6542.05

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    O HIDRAULI O: RED DE DISTRIBU IÓN

    PATA - SECTOR LLACTACUCHO

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TCLASE UNITARIA POR TRAMO !sn! !s

    23lg. !seg. 4 ! INICIAL FINAL INICIALC-10 1 1/2 0.955 30.085 1.536 3899.020 3897.484 3899.020

    C-10 1 0.086 0.561 0.204 3897.484 3897.281 3879.983

    C-10 1 0.103 0.786 0.033 3897.484 3897.451 3879.983

    C-10 1/2 0.069 0.833 0.009 3897.451 3897.443 3878.951

    C-10 1 0.086 0.561 0.053 3897.451 3897.398 3878.951

    C-10 1/2 0.069 0.833 0.013 3897.398 3897.385 3874.781

    C-10 1 0.069 0.371 0.020 3897.398 3897.378 3874.781

    C-10 1/2 0.069 0.833 0.009 3897.378 3897.370 3870.206

    C-10 1 0.052 0.218 0.008 3897.378 3897.370 3870.206

    C-10 1/2 0.069 0.833 0.013 3897.370 3897.357 3865.690

    C-10 1 0.052 0.218 0.001 3897.370 3897.368 3865.690

    C-10 1 0.034 0.103 0.010 3897.368 3897.359 3864.710

    C-10 1/2 0.069 0.833 0.011 3897.359 3897.348 3860.403

    C-10 1 0.000 0.000 0.000 3897.359 3897.359 3860.403

    C-10 1 1/2 0.917 27.897 0.571 3897.368 3896.797 3864.710

    C-10 1 0.052 0.218 0.015 3896.797 3896.782 3873.618

    C-10 1 0.034 0.103 0.003 3896.782 3896.779 3874.384

    C-10 1/2 0.069 0.833 0.010 3896.779 3896.769 3873.261

    C-10 1 1/2 0.910 27.468 1.718 3896.797 3895.079 3873.618

    C-10 1 0.017 0.029 0.001 3895.079 3895.079 3860.509

    C-10 1/2 0.069 0.833 0.007 3895.079 3895.072 3858.079

    C-10 1 1/2 0.902 27.043 1.846 3895.079 3893.234 3860.509

    C-10 1 0.791 34.037 0.503 3893.234 3892.731 3849.416

    C-10 1/2 0.069 0.833 0.010 3892.731 3892.721 3850.959

    C-10 1 0.774 32.680 0.081 3892.731 3892.650 3850.959

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    O HIDRAULI O: RED DE DISTRIBU IÓN

    PATA - SECTOR LLACTACUCHO

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TCLASE UNITARIA POR TRAMO !sn! !s23lg. !seg. 4 ! INICIAL FINAL INICIAL

    C-10 1/2 0.069 0.833 0.007 3892.650 3892.643 3851.210

    C-10 1 0.757 31.350 0.160 3892.650 3892.490 3851.210

    C-10 1/2 0.069 0.833 0.008 3892.490 3892.482 3851.727

    C-10 1 1.462 105.991 0.433 3892.490 3892.057 3851.727

    C-10 1 0.740 30.044 0.291 3892.057 3891.766 3852.271

    C-10 1/2 0.069 0.833 0.004 3891.766 3891.763 3852.696

    C-10 1 0.722 28.764 0.091 3891.766 3891.675 3852.696

    C-10 1/2 0.069 0.833 0.008 3891.675 3891.667 3852.967

    C-10 1 0.757 31.350 0.892 3891.675 3890.783 3852.967

    C-10 3/4 0.122 1.505 0.006 3890.783 3890.777 3855.270

    C-10 1/2 0.069 0.833 0.007 3890.777 3890.771 3854.424

    C-10 3/4 0.092 0.884 0.004 3890.777 3890.774 3854.424

    C-10 1/2 0.069 0.833 0.007 3890.774 3890.767 3853.601

    C-10 3/4 0.061 0.417 0.010 3890.774 3890.764 3853.601

    C-10 1/2 0.069 0.833 0.010 3890.764 3890.754 3848.343

    C-10 1 0.705 27.510 0.139 3890.783 3890.644 3855.270

    C-10 3/4 0.122 1.505 0.010 3890.644 3890.634 3855.469

    C-10 1/2 0.069 0.833 0.007 3890.634 3890.627 3856.324

    C-10 3/4 0.092 0.884 0.007 3890.634 3890.627 3856.324

    C-10 1/2 0.069 0.833 0.007 3890.627 3890.619 3858.175

    C-10 3/4 0.061 0.417 0.005 3890.627 3890.622 3858.175

    C-10 1/2 0.069 0.833 0.009 3890.622 3890.613 3859.923

    C-10 1 0.602 20.529 1.225 3890.644 3889.419 3855.469

    C-10 1/2 0.069 0.833 0.007 3889.419 3889.412 3857.785

    C-10 1 1.892 170.773 1.896 3889.419 3887.523 3857.785

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    O HIDRAULI O: RED DE DISTRIBU IÓN

    PATA - SECTOR LLACTACUCHO

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TCLASE UNITARIA POR TRAMO !sn! !s23lg. !seg. 4 ! INICIAL FINAL INICIAL

    C-10 1 0.327 6.630 0.079 3887.523 3887.443 3857.983

    C-10 1/2 0.069 0.833 0.008 3887.443 3887.435 3855.275

    C-10 1 0.310 5.999 0.066 3887.443 3887.378 3855.275

    C-10 1/2 0.069 0.833 0.008 3887.378 3887.369 3852.902

    C-10 1 0.292 5.397 0.018 3887.378 3887.359 3852.902

    C-10 1/2 0.069 0.833 0.010 3887.359 3887.349 3852.176

    C-10 1 0.258 4.282 0.033 3887.359 3887.326 3852.176

    C-10 1 0.533 16.401 0.389 3887.326 3886.937 3850.498

    C-10 1 0.275 4.825 0.048 3886.937 3886.889 3847.383

    C-10 1/2 0.069 0.833 0.007 3886.889 3886.882 3846.457

    C-10 1 0.241 3.769 0.051 3886.882 3886.831 3847.976

    C-10 1 0.258 4.282 0.113 3886.831 3886.719 3844.746

    C-10 1/2 0.069 0.833 0.008 3886.719 3886.710 3838.859

    C-10 1 0.224 3.286 0.021 3886.719 3886.697 3838.859

    C-10 3/4 0.061 0.417 0.015 3886.697 3886.682 3837.751

    C-10 1/2 0.069 0.833 0.008 3886.682 3886.673 3835.839

    C-10 1 0.413 10.215 0.335 3886.697 3832.138 3837.751

    C-10 1 0.206 2.834 0.258 3832.138 3831.880 3832.138

    C-10 3/4 0.336 9.779 0.323 3831.880 3831.557 3823.306

    C-10 3/4 0.183 3.186 0.076 3831.557 3831.481 3820.289

    C-10 1/2 0.069 0.833 0.010 3831.481 3831.471 3819.213

    C-10 3/4 0.153 2.274 0.039 3831.481 3831.442 3819.213

    C-10 1/2 0.069 0.833 0.007 3831.442 3831.435 3817.623

    C-10 3/4 0.122 1.505 0.071 3831.442 3831.371 3817.623

    C-10 1/2 0.069 0.833 0.010 3831.371 3831.361 3816.126

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    O HIDRAULI O: RED DE DISTRIBU IÓN

    PATA - SECTOR LLACTACUCHO

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TCLASE UNITARIA POR TRAMO !sn! !s23lg. !seg. 4 ! INICIAL FINAL INICIAL

    C-10 3/4 0.214 4.238 0.121 3831.371 3831.250 3816.126

    C-10 3/4 0.153 2.274 0.062 3831.250 3831.188 3816.139

    C-10 3/4 0.092 0.884 0.006 3831.188 3831.182 3813.684

    C-10 1/2 0.069 0.833 0.007 3831.182 3831.175 3813.800

    C-10 3/4 0.061 0.417 0.015 3831.182 3831.166 3813.800

    C-10 1/2 0.069 0.833 0.008 3831.166 3831.158 3811.631

    C-10 3/4 0.000 0.000 0.000 3831.166 3831.166 3811.631

    C-10 1 0.120 1.045 0.146 3831.880 3831.734 3823.306

    C-10 1 0.138 1.338 0.043 3831.734 3831.691 3810.188

    C-10 1/2 0.069 0.833 0.017 3831.691 3831.674 3807.426

    C-10 1 0.120 1.045 0.095 3831.691 3831.595 3807.426

    C-10 1/2 0.069 0.833 0.017 3831.595 3831.579 3802.629

    C-10 1 0.086 0.561 0.053 3831.595 3831.543 3802.629

    C-10 3/4 0.061 0.417 0.024 3831.543 3831.519 3798.123

    C-10 1/2 0.069 0.833 0.012 3831.519 3831.506 3796.356

    C-10 1 0.292 5.397 0.124 3831.519 3831.395 3796.356

    C-10 1 0.224 3.286 0.086 3831.395 3831.308 3797.118

    C-10 1 0.155 1.664 0.120 3831.308 3831.189 3797.828

    C-10 1 0.086 0.561 0.006 3831.189 3831.183 3800.340

    C-10 1/2 0.069 0.833 0.012 3831.183 3831.171 3800.815

    C-10 1 0.069 0.371 0.036 3831.183 3831.147 3800.815

    C-10 1/2 0.069 0.833 0.013 3831.147 3831.134 3802.244

    C-10 1 0.034 0.103 0.002 3831.147 3831.145 3802.244

    C-10 3/4 0.061 0.417 0.057 3831.145 3831.088 3802.441

    C-10 1/2 0.069 0.833 0.013 3831.088 3831.075 3811.041

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  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

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    O HIDRAULI O: RED DE DISTRIBU IÓN

    PATA - SECTOR LLACTACUCHO

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TCLASE UNITARIA POR TRAMO !sn! !s23lg. !seg. 4 ! INICIAL FINAL INICIAL

    C-10 1/2 0.206 6.356 0.044 3885.280 3885.235 3872.864

    C-10 3/4 0.061 0.417 0.020 3885.280 3885.260 3872.864

    C-10 3/4 0.061 0.417 0.009 3885.260 3885.250 3861.758

    C-10 3/4 0.061 0.417 0.032 3885.250 3885.218 3872.950

    C-10 3/4 0.092 0.884 0.006 3885.218 3885.212 3867.570

    C-10 1/2 0.069 0.833 0.008 3885.212 3885.204 3866.627

    C-10 3/4 0.061 0.417 0.050 3885.212 3885.162 3866.627

    C-10 1/2 0.069 0.833 0.013 3885.162 3885.150 3853.913

    C-10 3/4 0.000 0.000 0.000 3885.162 3885.162 3853.913

    C-10 3/4 0.183 3.186 0.031 3885.332 3885.301 3875.475

    C-10 1/2 0.069 0.833 0.013 3885.301 3885.288 3872.782

    C-10 3/4 0.275 6.747 0.111 3885.301 3885.190 3872.782

    C-10 3/4 0.153 2.274 0.098 3885.190 3885.092 3869.254

    C-10 1/2 0.069 0.833 0.012 3885.092 3885.080 3862.304

    C-10 3/4 0.122 1.505 0.089 3885.092 3885.003 3862.304

    C-10 1/2 0.069 0.833 0.008 3885.003 3884.995 3850.118

    C-10 3/4 0.092 0.884 0.150 3885.003 3884.853 3850.118

    C-10 1/2 0.069 0.833 0.008 3884.853 3884.845 3826.233

    C-10 3/4 0.061 0.417 0.017 3884.853 3884.836 3826.233

    C-10 1/2 0.069 0.833 0.008 3884.836 3884.828 3821.370

    C-10 3/4 0.000 0.000 0.000 3884.836 3884.836 3821.370

    C-10 1 1.273 82.020 0.099 3893.234 3893.135 3849.416

    C-10 1/2 0.069 0.833 0.007 3893.135 3893.128 3849.246

    C-10 1 1.255 79.982 0.937 3893.135 3892.198 3849.246

    C-10 1/2 0.069 0.833 0.010 3892.198 3892.188 3848.827

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    O HIDRAULI O: RED DE DISTRIBU IÓN

    PATA - SECTOR LLACTACUCHO

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TCLASE UNITARIA POR TRAMO !sn! !s23lg. !seg. 4 ! INICIAL FINAL INICIAL

    C-10 1 1.221 75.975 0.628 3892.198 3891.569 3848.827

    C-10 1/2 0.069 0.833 0.007 3891.569 3891.563 3848.685

    C-10 1 1.187 72.063 0.740 3891.569 3890.830 3848.685

    C-10 1 0.516 15.435 0.371 3890.830 3890.459 3848.263

    C-10 1/2 0.069 0.833 0.007 3890.459 3890.452 3846.340

    C-10 1 0.499 14.497 0.077 3890.459 3890.382 3846.340

    C-10 1/2 0.069 0.833 0.008 3890.382 3890.373 3846.177

    C-10 1 1.875 167.912 0.636 3890.382 3889.746 3846.177

    C-10 1 1.410 99.174 1.037 3889.746 3888.709 3845.804

    C-10 1 0.464 12.702 0.187 3888.709 3888.521 3845.467

    C-10 1 0.482 13.586 0.189 3888.521 3888.333 3843.930

    C-10 1/2 0.069 0.833 0.008 3888.333 3888.324 3843.978

    C-10 1 0.464 12.702 0.115 3888.333 3888.218 3843.978

    C-10 1/2 0.069 0.833 0.010 3888.218 3888.208 3843.123

    C-10 1 0.447 11.845 0.034 3888.218 3888.184 3843.123

    C-10 1/2 0.069 0.833 0.008 3888.184 3888.175 3842.828

    C-10 1 0.430 11.016 0.306 3888.184 3887.877 3842.828

    C-10 1/2 0.069 0.833 0.007 3887.877 3887.870 3839.039

    C-10 1 0.396 9.441 0.152 3887.877 3887.725 3839.039

    C-10 1 0.413 10.215 0.434 3887.725 3887.291 3836.888

    C-10 1/2 0.069 0.833 0.008 3887.291 3887.283 3836.614

    C-10 1 0.378 8.696 0.186 3887.291 3887.105 3836.614

    C-10 1 0.103 0.786 0.009 3887.105 3887.096 3836.419

    C-10 1/2 0.069 0.833 0.005 3887.096 3887.091 3837.068

    C-10 1 0.086 0.561 0.002 3887.096 3887.094 3837.068

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    O HIDRAULI O: RED DE DISTRIBU IÓN

    PATA - SECTOR LLACTACUCHO

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TCLASE UNITARIA POR TRAMO !sn! !s23lg. !seg. 4 ! INICIAL FINAL INICIAL

    C-10 1/2 0.069 0.833 0.007 3887.094 3887.087 3837.219

    C-10 1 0.069 0.371 0.009 3887.094 3887.085 3837.219

    C-10 1/2 0.069 0.833 0.004 3887.085 3887.081 3839.919

    C-10 1 0.052 0.218 0.002 3887.085 3887.083 3839.919

    C-10 1/2 0.069 0.833 0.004 3887.083 3887.079 3840.321

    C-10 1 0.052 0.218 0.003 3887.083 3887.080 3840.321

    C-10 1 0.034 0.103 0.002 3887.080 3887.079 3840.810

    C-10 1/2 0.069 0.833 0.007 3887.079 3887.072 3840.610

    C-10 1 0.000 0.000 0.000 3887.079 3887.079 3840.610

    C-10 1 0.310 5.999 0.047 3887.105 3887.058 3836.419

    C-10 1/2 0.069 0.833 0.003 3887.058 3887.055 3835.920

    C-10 1 0.292 5.397 0.108 3887.058 3886.950 3835.920

    C-10 1/2 0.069 0.833 0.007 3886.950 3886.943 3834.940

    C-10 1 0.533 16.401 0.074 3886.950 3886.876 3834.940

    C-10 1 0.275 4.825 0.050 3886.876 3886.826 3834.717

    C-10 1/2 0.069 0.833 0.004 3886.826 3886.822 3834.046

    C-10 1 0.258 4.282 0.052 3886.826 3886.774 3834.046

    C-10 1/2 0.069 0.833 0.004 3886.774 3886.770 3833.527

    C-10 1 0.241 3.769 0.049 3886.774 3886.726 3833.527

    C-10 1/2 0.069 0.833 0.008 3886.726 3886.717 3832.234

    C-10 1 0.224 3.286 0.075 3886.726 3886.651 3832.234

    C-10 1/2 0.069 0.833 0.005 3886.651 3886.646 3829.476

    C-10 1 0.206 2.834 0.011 3886.651 3886.640 3829.476

    C-10 1/2 0.069 0.833 0.005 3886.640 3886.635 3829.053

    C-10 1 0.189 2.412 0.019 3886.640 3886.620 3829.053

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    O HIDRAULI O: RED DE DISTRIBU IÓN

    PATA - SECTOR LLACTACUCHO

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TCLASE UNITARIA POR TRAMO !sn! !s23lg. !seg. 4 ! INICIAL FINAL INICIAL

    C-10 1/2 0.069 0.833 0.007 3886.620 3886.614 3828.022

    C-10 1 0.172 2.022 0.033 3886.620 3886.587 3828.022

    C-10 1/2 0.069 0.833 0.005 3886.587 3886.582 3826.249

    C-10 1 0.155 1.664 0.014 3886.587 3886.573 3826.249

    C-10 1/2 0.069 0.833 0.013 3886.573 3886.560 3825.290

    C-10 1 0.120 1.045 0.014 3886.573 3886.559 3825.290

    C-10 3/4 0.153 2.274 0.071 3886.559 3886.488 3823.688

    C-10 3/4 0.092 0.884 0.005 3886.488 3886.482 3821.117

    C-10 1/2 0.069 0.833 0.005 3886.482 3886.477 3820.923

    C-10 3/4 0.061 0.417 0.013 3886.482 3886.470 3820.923

    C-10 1/2 0.069 0.833 0.005 3886.470 3886.465 3820.820

    C-10 3/4 0.183 3.186 0.059 3886.470 3886.411 3820.820

    C-10 3/4 0.153 2.274 0.075 3886.411 3886.336 3821.699

    C-10 1 0.086 0.561 0.027 3886.559 3886.532 3823.688

    C-10 1/2 0.069 0.833 0.012 3886.532 3886.519 3819.905

    C-10 1 0.086 0.561 0.002 3886.532 3886.530 3819.905

    C-10 1/2 0.069 0.833 0.010 3886.530 3886.520 3819.887

    C-10 1 0.069 0.371 0.011 3886.530 3886.519 3819.887

    C-10 1/2 0.069 0.833 0.005 3886.519 3886.514 3819.804

    C-10 1 0.052 0.218 0.004 3886.519 3886.516 3819.804

    C-10 1/2 0.069 0.833 0.005 3886.516 3886.511 3818.591

    C-10 1 0.052 0.218 0.002 3886.516 3886.514 3818.591

    C-10 1 0.034 0.103 0.000 3886.514 3886.513 3817.693

    C-10 1/2 0.069 0.833 0.007 3886.513 3886.507 3817.418

    C-10 1 0.000 0.000 0.000 3886.513 3886.513 3817.418

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    O HIDRAULI O: RED DE DISTRIBU IÓN

    PATA - SECTOR LLACTACUCHO

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TCLASE UNITARIA POR TRAMO !sn! !s23lg. !seg. 4 ! INICIAL FINAL INICIAL

    C-10 1 0.757 31.350 0.157 3890.830 3890.673 3848.263

    C-10 1/2 0.206 6.356 0.094 3890.673 3890.579 3848.030

    C-10 1/2 0.069 0.833 0.003 3890.579 3890.576 3849.624

    C-10 1/2 0.069 0.833 0.003 3890.579 3890.575 3849.624

    C-10 1 0.688 26.282 0.266 3890.673 3890.407 3848.030

    C-10 1/2 0.069 0.833 0.007 3890.407 3890.400 3847.193

    C-10 1 0.671 25.079 0.281 3890.407 3890.125 3847.193

    C-10 1/2 0.069 0.833 0.007 3890.125 3890.118 3846.134

    C-10 1 0.654 23.902 0.158 3890.125 3889.967 3846.134

    C-10 1/2 0.069 0.833 0.007 3889.967 3889.960 3845.629

    C-10 1 0.619 21.627 0.728 3889.967 3889.239 3845.629

    C-10 3/4 0.336 9.779 0.277 3889.239 3888.961 3842.924

    C-10 3/4 0.183 3.186 0.040 3888.961 3888.922 3841.771

    C-10 1/2 0.069 0.833 0.013 3888.922 3888.909 3841.283

    C-10 3/4 0.153 2.274 0.020 3888.922 3888.902 3841.283

    C-10 1/2 0.069 0.833 0.005 3888.902 3888.897 3841.478

    C-10 3/4 0.214 4.238 0.052 3888.902 3888.851 3841.478

    C-10 3/4 0.092 0.884 0.011 3888.851 3888.839 3840.234

    C-10 1/2 0.069 0.833 0.034 3888.839 3888.805 3838.320

    C-10 3/4 0.092 0.884 0.027 3888.839 3888.813 3838.320

    C-10 1/2 0.069 0.833 0.007 3888.813 3888.806 3837.563

    C-10 3/4 0.092 0.884 0.011 3888.813 3888.801 3837.563

    C-10 3/4 0.061 0.417 0.017 3888.801 3888.784 3837.235

    C-10 1/2 0.069 0.833 0.009 3888.784 3888.776 3838.648

    C-10 3/4 0.000 0.000 0.000 3888.784 3888.784 3838.648

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    O HIDRAULI O: RED DE DISTRIBU IÓN

    PATA - SECTOR LLACTACUCHO

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TCLASE UNITARIA POR TRAMO !sn! !s23lg. !seg. 4 ! INICIAL FINAL INICIAL

    C-10 1 0.550 17.393 0.271 3889.239 3888.968 3842.924

    C-10 1/2 0.069 0.833 0.013 3888.968 3888.956 3841.230

    C-10 1 0.533 16.401 0.208 3888.968 3888.760 3841.230

    C-10 1/2 0.069 0.833 0.007 3888.760 3888.753 3840.050

    C-10 1 0.499 14.497 0.569 3888.760 3888.190 3840.050

    C-10 3/4 0.183 3.186 0.038 3888.190 3888.153 3836.335

    C-10 1/2 0.069 0.833 0.007 3888.153 3888.146 3835.850

    C-10 3/4 0.153 2.274 0.023 3888.153 3888.130 3835.850

    C-10 1/2 0.069 0.833 0.006 3888.130 3888.124 3835.682

    C-10 3/4 0.214 4.238 0.076 3888.130 3888.054 3835.682

    C-10 3/4 0.122 1.505 0.011 3888.054 3888.043 3835.386

    C-10 1/2 0.069 0.833 0.008 3888.043 3888.035 3834.696

    C-10 3/4 0.092 0.884 0.022 3888.043 3888.021 3834.696

    C-10 1/2 0.069 0.833 0.009 3888.021 3888.012 3832.247

    C-10 3/4 0.061 0.417 0.007 3888.021 3888.014 3832.247

    C-10 1/2 0.069 0.833 0.011 3888.014 3888.003 3830.221

    C-10 3/4 0.000 0.000 0.000 3888.014 3888.014 3830.221

    C-10 1 0.430 11.016 0.055 3888.190 3888.136 3836.335

    C-10 1/2 0.069 0.833 0.015 3888.136 3888.121 3835.328

    C-10 1 0.413 10.215 0.080 3888.136 3888.056 3835.328

    C-10 1/2 0.069 0.833 0.007 3888.056 3888.049 3834.240

    C-10 1 0.396 9.441 0.105 3888.056 3887.951 3834.240

    C-10 1/2 0.069 0.833 0.010 3887.951 3887.941 3832.909

    C-10 1 0.378 8.696 0.020 3887.951 3887.931 3832.909

    C-10 1/2 0.069 0.833 0.009 3887.931 3887.922 3832.626

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    O HIDRAULI O: RED DE DISTRIBU IÓN

    PATA - SECTOR LLACTACUCHO

    DIAMETRO /ELOCIDAD PERDIDA DE CARGA COTA PIE0OMETRICA COTA TCLASE UNITARIA POR TRAMO !sn! !s23lg. !seg. 4 ! INICIAL FINAL INICIAL

    C-10 1/2 0.069 0.833 0.008 3885.520 3885.512 3819.103

    C-10 1 0.155 1.664 0.005 3885.520 3818.798 3819.103

    C-10 1 0.327 6.630 0.276 3818.798 3818.522 3818.798

    C-10 1 0.172 2.022 0.101 3818.522 3818.421 3814.394

    C-10 1/2 0.069 0.833 0.008 3818.421 3818.412 3809.921

    C-10 1 0.155 1.664 0.009 3818.421 3818.412 3809.921

    C-10 1/2 0.069 0.833 0.008 3818.412 3818.404 3809.626

    C-10 1 0.138 1.338 0.026 3818.412 3818.387 3809.626

    C-10 1/2 0.069 0.833 0.008 3818.387 3818.378 3808.128

    C-10 1 0.224 3.286 0.135 3818.387 3818.252 3808.128

    C-10 1 0.120 1.045 0.013 3818.252 3818.239 3804.929

    C-10 1/2 0.069 0.833 0.008 3818.239 3818.231 3803.657

    C-10 1 0.189 2.412 0.391 3818.239 3817.848 3803.657

    C-10 1 0.103 0.786 0.007 3817.848 3817.841 3794.875

    C-10 1/2 0.069 0.833 0.008 3817.841 3817.833 3794.487

    C-10 1 0.086 0.561 0.035 3817.841 3817.807 3794.487

    C-10 1/2 0.069 0.833 0.017 3817.807 3817.790 3791.869

    C-10 1 0.069 0.371 0.003 3817.807 3817.803 3791.869

    C-10 1/2 0.069 0.833 0.008 3817.803 3817.795 3791.488

    C-10 1 0.052 0.218 0.005 3817.803 3817.798 3791.488

    C-10 1/2 0.069 0.833 0.008 3817.798 3817.790 3790.116

    C-10 1 0.034 0.103 0.002 3817.798 3817.796 3790.116

    C-10 1/2 0.069 0.833 0.010 3817.796 3817.786 3789.478

    C-10 1 0.000 0.000 0.000 3817.796 3817.796 3789.478

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    O HIDRAULI O: RED DE DISTRIBU IÓN

    PATA - SECTOR LLACTACUCHO

    DIAMETRO /ELOCIDADPERDIDA DE CARGA COTA PIE0OMETRICA COTA T

    CLASE UNITARIA POR TRAMO !sn! !s23lg. !seg. 4 ! INICIAL FINAL INICIAL

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      RRENO PRESIONn! !1a

    FINAL FINAL3879.983 17.50

    3855.512 41.77

    3878.951 18.50

    3875.858 21.58

    3874.781 22.62

    3870.124 27.26

    3870.206 27.17

    3867.078 30.293865.690 31.68

    3860.589 36.77

    3864.710 32.66

    3860.403 36.96

    3856.418 40.93

    3855.512 41.85

    3873.618 23.18

    3874.384 22.40

    3873.261 23.52

    3870.869 25.90

    3860.509 34.57

    3858.079 37.00

    3856.351 38.72

    3849.416 43.82

    3850.959 41.77

    3852.706 40.01

    3851.210 41.44

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      RRENO PRESION

    n! !1aFINAL FINAL

    3850.223 42.42

    3851.727 40.76

    3853.158 39.32

    3852.271 39.79

    3852.696 39.07

    3851.230 40.53

    3852.967 38.71

    3853.984 37.683855.270 35.51

    3854.424 36.35

    3853.208 37.56

    3853.601 37.17

    3851.719 39.05

    3848.343 42.42

    3848.657 42.10

    3855.469 35.18

    3856.324 34.31

    3857.038 33.59

    3858.175 32.45

    3857.206 33.41

    3859.923 30.70

    3858.768 31.84

    3857.785 31.63

    3856.574 32.84

    3857.983 29.54

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      RRENO PRESION

    n! !1aFINAL FINAL

    3855.275 32.17

    3854.034 33.40

    3852.902 34.48

    3852.069 35.30

    3852.176 35.18

    3850.433 36.92

    3850.498 36.83

    3847.383 39.553846.457 40.43

    3847.976 38.91

    3844.746 42.09

    3838.859 47.86

    3838.766 47.94

    3837.751 48.95

    3835.839 50.84

    3837.045 49.63

    3832.138 0.00

    3823.306 8.57

    3820.289 11.27

    3819.213 12.27

    3817.999 13.47

    3817.623 13.82

    3816.993 14.44

    3816.126 15.25

    3818.404 12.96

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      RRENO PRESION

    n! !1aFINAL FINAL

    3816.139 15.11

    3813.684 17.50

    3813.800 17.38

    3812.616 18.56

    3811.631 19.54

    3810.320 20.84

    3811.075 20.09

    3810.188 21.553807.426 24.26

    3806.249 25.42

    3802.629 28.97

    3802.485 29.09

    3798.123 33.42

    3796.356 35.16

    3796.523 34.98

    3797.118 34.28

    3797.828 33.48

    3800.340 30.85

    3800.815 30.37

    3800.568 30.60

    3802.244 28.90

    3801.032 30.10

    3802.441 28.70

    3811.041 20.05

    3813.187 17.89

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

    41/54

      RRENO PRESION

    n! !1aFINAL FINAL

    3801.139 29.98

    3799.611 31.51

    3800.113 30.99

    3799.649 31.47

    3858.096 29.35

    3860.953 26.49

    3858.374 29.06

    3855.211 32.153855.240 32.11

    3852.279 35.07

    3860.234 27.05

    3862.643 24.64

    3861.405 25.53

    3864.470 21.94

    3866.640 19.67

    3862.339 23.96

    3867.324 18.92

    3868.644 17.54

    3866.385 19.79

    3870.883 14.99

    3875.948 9.41

    3875.475 9.86

    3875.207 10.12

    3880.198 5.11

    3872.864 12.42

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

    42/54

      RRENO PRESION

    n! !1aFINAL FINAL

    3874.921 10.31

    3861.758 23.50

    3872.950 12.30

    3867.570 17.65

    3866.627 18.59

    3867.107 18.10

    3853.913 31.25

    3852.392 32.763852.215 32.95

    3872.782 12.52

    3871.380 13.91

    3869.254 15.94

    3862.304 22.79

    3861.886 23.19

    3850.118 34.89

    3848.374 36.62

    3826.233 58.62

    3825.332 59.51

    3821.370 63.47

    3820.182 64.65

    3818.888 65.95

    3849.246 43.89

    3848.731 44.40

    3848.827 43.37

    3850.153 42.03

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

    43/54

      RRENO PRESION

    n! !1aFINAL FINAL

    3848.685 42.88

    3847.984 43.58

    3848.263 42.57

    3846.340 44.12

    3845.565 44.89

    3846.177 44.20

    3845.948 44.43

    3845.804 43.943845.467 43.24

    3843.930 44.59

    3843.978 44.35

    3844.366 43.96

    3843.123 45.09

    3842.843 45.36

    3842.828 45.36

    3842.804 45.37

    3839.039 48.84

    3838.531 49.34

    3836.888 50.84

    3836.614 50.68

    3838.390 48.89

    3836.419 50.69

    3837.068 50.03

    3837.670 49.42

    3837.219 49.88

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

    44/54

      RRENO PRESION

    n! !1aFINAL FINAL

    3836.263 50.82

    3839.919 47.17

    3839.880 47.20

    3840.321 46.76

    3840.210 46.87

    3840.810 46.27

    3840.610 46.47

    3840.092 46.983838.956 48.12

    3835.920 51.14

    3835.598 51.46

    3834.940 52.01

    3835.108 51.84

    3834.717 52.16

    3834.046 52.78

    3834.456 52.37

    3833.527 53.25

    3833.654 53.12

    3832.234 54.49

    3831.896 54.82

    3829.476 57.17

    3829.367 57.28

    3829.053 57.59

    3829.219 57.42

    3828.022 58.60

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

    45/54

      RRENO PRESION

    n! !1aFINAL FINAL

    3827.804 58.81

    3826.249 60.34

    3825.969 60.61

    3825.290 61.28

    3824.317 62.24

    3823.688 62.87

    3821.117 65.37

    3820.923 65.563821.521 64.96

    3820.820 65.65

    3821.258 65.21

    3821.699 64.71

    3822.335 64.00

    3819.905 66.63

    3820.285 66.23

    3819.887 66.64

    3819.064 67.46

    3819.804 66.72

    3819.105 67.41

    3818.591 67.92

    3817.634 68.88

    3817.693 68.82

    3817.418 69.10

    3816.262 70.24

    3815.627 70.89

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

    46/54

      RRENO PRESION

    n! !1aFINAL FINAL

    3848.030 42.64

    3849.624 40.95

    3849.717 40.86

    3850.226 40.35

    3847.193 43.21

    3846.714 43.69

    3846.134 43.99

    3846.135 43.983845.629 44.34

    3845.000 44.96

    3842.924 46.31

    3841.771 47.19

    3841.283 47.64

    3843.875 45.03

    3841.478 47.42

    3840.133 48.76

    3840.234 48.62

    3838.320 50.52

    3837.067 51.74

    3837.563 51.25

    3835.993 52.81

    3837.235 51.57

    3838.648 50.14

    3841.456 47.32

    3839.249 49.54

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

    47/54

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

    48/54

      RRENO PRESION

    n! !1aFINAL FINAL

    3832.037 55.85

    3831.838 56.05

    3831.277 56.55

    3831.177 56.64

    3830.675 57.09

    3830.261 57.49

    3829.353 58.35

    3829.070 58.62

    3828.382 59.28

    3828.082 59.57

    3826.556 61.02

    3826.172 61.40

    3826.175 61.34

    3825.047 62.41

    3825.090 62.36

    3824.732 62.69

    3824.588 62.82

    3824.402 62.98

    3824.091 63.29

    3823.828 63.39

    3822.335 63.33

    3821.492 64.14

    3821.439 64.18

    3820.920 64.65

    3819.103 66.42

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

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      RRENO PRESION

    n! !1aFINAL FINAL

    3818.200 67.31

    3818.798 0.00

    3814.394 4.13

    3809.921 8.50

    3809.988 8.42

    3809.626 8.79

    3809.446 8.96

    3808.128 10.26

    3807.983 10.40

    3804.929 13.32

    3803.657 14.58

    3802.868 15.36

    3794.875 22.97

    3794.487 23.35

    3794.517 23.32

    3791.869 25.94

    3791.197 26.59

    3791.488 26.32

    3791.326 26.47

    3790.116 27.68

    3789.797 27.99

    3789.478 28.32

    3789.157 28.63

    3790.891 26.91

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

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      RRENO PRESIONn! !1a

    FINAL FINAL

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

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      AL ULO HIDRAULI O: RED D

    ATAPATA -

    Nº FAM TRAMO

    N° HAB. CAUDAL GASTO GASTO

    LONGITUD Long. RealPOR TRAMO UNITARIO POR TRAMO DISEÑO CLASElts.seg lts.seg lts.seg !. "!#

    8 RES. 5 A   31 0.002179 0.0680 0.0680 86.59 86.88 C-10

    8 o 31 0.002179 0.0680 0.0765 35.06 35.45 C-10

    1 P153 4 0.002179 0.0085 0.0085 9.67 9.67 C-10

    7 o 27 0.002179 0.0595 0.0680 38.49 39.09 C-10

    1 P154 4 0.002179 0.0085 0.0085 10.00 10.03 C-10

    6 o 23 0.002179 0.0510 0.1105 49.00 49.43 C-10

    6 o 23 0.002179 0.0510 0.0595 62.43 62.92 C-10

    1 P155 4 0.002179 0.0085 0.0085 20.00 20.02 C-10

    5 CRP-06 20 0.002179 0.0425 0.0425 24.62 24.92 C-10

    5 B   20 0.002179 0.0425 0.0255 68.02 68.56 C-10

    3 o 12 0.002179 0.0255 0.0340 38.57 38.66 C-10

    1 P156 4 0.002179 0.0085 0.0085 25.00 25.50 C-10

    2 o 8 0.002179 0.0170 0.0255 17.53 17.55 C-10

    1 P157 4 0.002179 0.0085 0.0085 15.00 15.18 C-10

    1 C   4 0.002179 0.0085 0.0255 29.03 29.04 C-10

    1 o 4 0.002179 0.0085 0.0170 92.03 92.77 C-10

    1 P158 4 0.002179 0.0085 0.0085 10.00 10.01 C-10

    0 VP 0 0.002179 0.0000 0.0000 25.90 27.02 C-10

    2 o 8 0.002179 0.0170 0.0340 13.63 13.73 C-10

    1 o 4 0.002179 0.0085 0.0170 157.19 158.18 C-10

    1 P159 4 0.002179 0.0085 0.0085 12.00 12.01 C-10

    1 o 4 0.002179 0.0085 0.0170 105.51 106.78 C-10

    1 P160 4 0.002179 0.0085 0.0085 15.00 15.00 C-10

    0 VP 0 0.002179 0.0000 0.0000 21.58 21.60 C-10

    5 Res 5 D   20 0.002179 0.0425 0.0425 29.94 30.56 C-10

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      AL ULO HIDRAULI O: RED D

    ATAPATA -

    Nº FAM TRAMO

    N° HAB. CAUDAL GASTO GASTO

    LONGITUD Long. RealPOR TRAMO UNITARIO POR TRAMO DISEÑO CLASElts.seg lts.seg lts.seg !. "!#

    5 Pase Aéreo 20 0.002179 0.0425 0.0425 21.97 23.04 C-10

    5 o 20 0.002179 0.0425 0.0510 129.34 129.36 C-10

    1 P161 4 0.002179 0.0085 0.0085 37.75 40.28 C-10

    4 o 16 0.002179 0.0340 0.0425 22.10 22.34 C-10

    1 P162 4 0.002179 0.0085 0.0085 12.91 13.83 C-10

    3 E   12 0.002179 0.0255 0.0255 27.11 27.43 C-10

    3 F   12 0.002179 0.0255 0.0255 69.56 69.70 C-10

    2 o 8 0.002179 0.0170 0.0255 10.87 11.26 C-10

    1 P163 4 0.002179 0.0085 0.0085 15.00 15.10 C-10

    1 o 4 0.002179 0.0085 0.0170 41.82 43.09 C-10

    1 P165 4 0.002179 0.0085 0.0085 10.00 10.00 C-10

    0 VP 0 0.002179 0.0000 0.0000 22.54 23.20 C-10

    1 o 4 0.002179 0.0085 0.0170 58.81 58.81 C-10

    1 P164 4 0.002179 0.0085 0.0085 15.00 15.52 C-10

    0 VP 0 0.002179 0.0000 0.0000 22.05 22.05 C-10

    ',+,.,-

    TUB '* ',.%$TUB $+* )%).,(TUB ')* )').',

  • 8/18/2019 DISEÑO DISTRIBUCIÓN ATAPATA

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    AULI O: RED DE DISTRIBU IÓN

      SECTOR SILLORCCO

    DIAMETRO /ELOCIDAD

    PERDIDA DE CARGA COTA PIE0OMETRICA COTA TERRENO PRESION

    UNITARIA POR TRAMO !sn! !sn! !1a23lg. !seg. 4 ! INICIAL FINAL INICIAL FINAL FINAL

    1 0.134 1.277 0.111 3891.244 3891.133 3891.244 3884.104 7.03

    1 0.151 1.588 0.056 3891.133 3891.077 3884.104 3878.834 12.24

     1/2 0.067 0.795 0.008 3891.077 3891.069 3878.834 3878.594 12.48

    1 0.134 1.277 0.050 3891.077 3891.027 3878.834 3872.030 19.00

     1/2 0.067 0.795 0.008 3891.027 3891.019 3872.030 3871.263 19.76

    1 0.218 3.135 0.155 3891.027 3890.872 3872.030 3865.553 25.32

    1 0.117 0.998 0.063 3890.872 3890.809 3865.553 3857.744 33.07

     1/2 0.067 0.795 0.016 3890.809 3890.793 3857.744 3856.926 33.87

    1 0.084 0.535 0.013 3890.809 3853.913 3857.744 3853.913 0.00

    1 0.050 0.208 0.014 3853.913 3853.899 3853.913 3845.331 8.57

     3/4 0.119 1.436 0.056 3853.899 3853.843 3845.331 3842.760 11.08

     1/2 0.067 0.795 0.020 3853.843 3853.823 3842.760 3837.741 16.08

     3/4 0.089 0.843 0.015 3853.843 3853.828 3842.760 3841.888 11.94

     1/2 0.067 0.795 0.012 3853.828 3853.816 3841.888 3839.545 14.27

     3/4 0.089 0.843 0.024 3853.828 3853.804 3841.888 3841.338 12.47

     3/4 0.060 0.398 0.037 3853.804 3853.767 3841.338 3829.623 24.14

     1/2 0.067 0.795 0.008 3853.767 3853.759 3829.623 3829.076 24.68

     3/4 0.000 0.000 0.000 3853.767 3853.767 3829.623 3821.910 31.86

    1 0.067 0.354 0.005 3853.899 3853.894 3845.331 3843.667 10.23

    1 0.034 0.098 0.016 3853.894 3853.878 3843.667 3825.957 27.92

     1/2 0.067 0.795 0.010 3853.878 3853.869 3825.957 3826.338 27.53

    1 0.034 0.098 0.010 3853.878 3853.868 3825.957 3809.512 44.36

     1/2 0.067 0.795 0.012 3853.868 3853.856 3809.512 3809.831 44.02

    1 0.000 0.000 0.000 3853.868 3853.868 3809.512 3808.639 45.23

    1 0.084 0.535 0.016 3891.244 3891.228 3891.244 3885.128 6.10

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    AULI O: RED DE DISTRIBU IÓN

      SECTOR SILLORCCO

    DIAMETRO /ELOCIDAD

    PERDIDA DE CARGA COTA PIE0OMETRICA COTA TERRENO PRESION

    UNITARIA POR TRAMO !sn! !sn! !1a23lg. !seg. 4 ! INICIAL FINAL INICIAL FINAL FINAL

    1 0.084 0.535 0.012 3891.228 3891.215 3885.128 3878.179 13.04

    1 0.101 0.750 0.097 3891.215 3891.118 3878.179 3875.785 15.33

     1/2 0.067 0.795 0.032 3891.118 3891.086 3875.785 3861.734 29.35

    1 0.084 0.535 0.012 3891.118 3891.106 3875.785 3872.553 18.55

     1/2 0.067 0.795 0.011 3891.106 3891.095 3872.553 3867.598 23.50

    1 0.050 0.208 0.006 3891.106 3891.101 3872.553 3868.370 22.73

    1 0.050 0.208 0.015 3891.101 3891.086 3868.370 3863.902 27.18

     3/4 0.089 0.843 0.009 3891.086 3891.077 3863.902 3860.978 30.10

     1/2 0.067 0.795 0.012 3891.077 3891.065 3860.978 3859.270 31.79

     3/4 0.060 0.398 0.017 3891.077 3891.059 3860.978 3850.585 40.47

     1/2 0.067 0.795 0.008 3891.059 3891.052 3850.585 3850.674 40.38

     3/4 0.000 0.000 0.000 3891.059 3891.059 3850.585 3845.075 45.98

    1 0.034 0.098 0.006 3891.086 3891.080 3863.902 3863.731 27.35

     1/2 0.067 0.795 0.012 3891.080 3891.068 3863.731 3859.750 31.32

    1 0.000 0.000 0.000 3891.080 3891.080 3863.731 3863.666 27.41