Hello everyone,
I'm a new member at this group, but have found this
group really sociable and needful. I hope I’ll be not
very late wishing to everyone a wonderful and bright
New 2004 Year, may this year will be happy and joyful
for all of you.
My specialisation is water supply, sewage and storm
water outdoor network's design. During some my last
projects of storm water networks I have noticed that
each engineer (in my country) has his own hidraulic
calculations method. I'm very interested in that
question. How do you calculate storm water capacity?
Intersting in Europenian and Unaited States methods
and standarts.
Many thanks in advance.
Sana (Amber country)
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