hoja de calculo para mallas de sistema de recoleccion de aguas servidas

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Posee los calculos de caudal y perdidas

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  • Malla ITramo Long Q Diametro J J/Q

    A-B 45 8.9104 0.075 - 2.6181 293.8283A-E 117 4.3548 0.075 + 1.8103 415.6974B-F 117 6.8136 0.075 - 4.1438 608.1693E-F 45 6.8136 0.075 + 1.5938 233.9113

    1551.6063Malla IITramo Long Q Diametro J J/Q

    B-C 57.1 6.1882 0.075 - 1.6924 273.4855B-F 117 6.8136 0.075 + 4.1438 608.1693C-G 117 6.1882 0.075 + 3.4678 560.3818F-G 58.1 16.9122 0.11 + 1.7131 101.2933

    1543.3299Malla IIITramo Long Q Diametro J J/Q

    C-D 29 14.4518 0.11 - 0.6393 44.2350C-G 117 6.1882 0.075 - 3.4678 560.3818D-H 117 14.4518 0.11 + 2.5791 178.4654G-H 29 12.7994 0.11 + 0.5107 39.8973

    822.9795

  • J1 J2 J3 QI QII-3.3578 7.6323 -1.0173 1.1698 -2.6732

  • QIII0.6682

    Hoja1