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Sewergems: In the RNE OS.070 of PERU, I request a minimum flow in the starts of 1.5 l / s

In the RNE OS.070 of PERU, I request a minimum flow in the starts of 1.5 l / s, meaning that the initial flow of the pipes will be at a flow rate of at least 1.5 l / s, however when I reach the first Buzon (BZ) I have the need to have two outputs and I am forced to use the "IS DIVERSION LINK", and I could indicate a flow rate of 0.75 l / s to pass through each half, however this flow would not comply with what is requested in the RNE OS.070 of PERU, in view of the fact that they require me to comply with at least 1.5 l / s. what they recommend me to do.
I appreciated your response, thank you.

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  • Hola Douglas, tengo una consulta ahora que me encuetro desarrollando la metodologia
    que recomiendas. Como hago para que SeweGEMS calcule los valores de velocidad, y/D y en especial
    la tensión tractiva a partir de los nuevos valores asignados (caudal=1.5 L/s y S=4.5 m/Km)?

    PD: el valor de la velocidad esta como Velocity y el de Tension tractiva esta como Tractive Stress (Calculated)