Diseño De Red De Agua Poable

DISEÑO DE UNA RED DE AGUA POTABLE
ECUACIONES:
hpf=10.67Q1.852LC1.852∅4.87
K=10.67LC1.852∅4.87
∆Q=-hpf2(hpfQ)
C= 150 (para todos los tubos)

TUBERIA | 1-3 | 3-18 | 18-20 | 20-1 | 3-5 | 5-16 |18-16 |
L (m) | 200 | 300 | 200 | 300 | 200 | 300 | 200 |
Ø (m) | 0.1524 | 0.1524 | 0.1524 | 0.1524 | 0.1524 | 0.1524 | 0.1524 |

1RA ITERACION:
TUBERIA | Q(m3/s) | K | Hpf(m) | Hpf/Q | Qcorregidos |
1-3 | 0.039 | 1,896.43 | 4.662 | 119.543 | 0.0392 | 39.20 |
*3-18 | 0.014 | 2,844.64 | 1.049 | 74.908 | 0.0142 | 14.20 |
18-20 | -0.0113 | 1,896.43 | -0.470 | 41.606 | -0.0111 | -11.10|
20-1 | -0.03401 | 2,844.64 | -5.427 | 159.571 | -0.0338 | -33.80 |
| | Suma | -0.186 | 395.631 | | |

∆Q=--0.1862395.631=0.00024
TUBERIA | Q(m3/s) | K | Hpf(m) | Hpf/Q | Q corregidos |3-5 | 0.025 | 1,896.43 | 2.046 | 81.843 | 0.0255 | 25.50 |
5-16 | 0.01202 | 2,844.64 | 0.791 | 65.782 | 0.0125 | 12.50 |
18-16 | -0.0253 | 1,896.43 | -2.092 | 82.679 | -0.0248 | -24.80 |
*3-18| -0.014 | 2,844.64 | -1.049 | 74.908 | -0.0135 | -13.50 |
| | Suma | -0.304 | 305.212 | | |

∆Q=--0.3042305.212=0.00050
2DA ITERACION:
TUBERIA | Q(m3/s) | K | Hpf(m) | Hpf/Q | Q corregidos|
1-3 | 0.0392 | 1,896.43 | 4.707 | 120.077 | 0.0393 | 39.30 |
*3-18 | 0.0142 | 2,844.64 | 1.077 | 75.845 | 0.0143 | 14.30 |
18-20 | -0.0111 | 1,896.43 | -0.455 | 40.991 | -0.0111 | -11.10 |20-1 | -0.0338 | 2,844.64 | -5.365 | 158.728 | -0.0338 | -33.80 |
| | Suma | -0.036 | 395.641 | | |

∆Q=--0.0362395.641=0.00005
TUBERIA | Q(m3/s) | K | Hpf(m) | Hpf/Q | Q corregidos |
3-5| 0.0255 | 1,896.43 | 2.123 | 83.236 | 0.02554 | 25.54 |
5-16 | 0.0125 | 2,844.64 | 0.850 | 68.013 | 0.01254 | 12.54 |
18-16 | -0.0248 | 1,896.43 | -2.016 | 81.285 | -0.02476 | -24.76 |
*3-18 |-0.0135 | 2,844.64 | -0.980 | 72.623 | -0.01346 | -13.46 |
| | Suma | -0.024 | 305.156 | | |

∆Q=--0.0242305.156=0.00004

3RA ITERACION:
TUBERIA | Q(m3/s) | K | Hpf(m) | Hpf/Q | Q...