Simultaneity and diversity for water supply infrastructure

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Hello,

Is anyone familiar with the French Standard DTU for water supply infrastructure networks. I'm not understanding how to apply the diversity factors and coefficient of simultaneity to calculate the instantaneous maxumum demand and where to apply it. I was thinking of applying the formula for simultaneity to each building internally and this would account for diversity inside the building but would completely disregard it outside leading to an over sized network .Especially since I plan to apply the flows in water cad at the nodes that represent the inflow to the building as the flow requirements of the buildings differ. Any advice on how I can account for diversity in the network with this method
 

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