In water resources, the unbalance between
supply and demand requires solutions more and more
efficient. The operational control of hydraulic networks to
attend population demands during the day is a problem that
has been searched for many years and until nowadays the
solutions are not always optimized, resulting in flaw risks
for water supply. This book presents a hybrid model that
uses a non-elastic matrix method to calculate the discharges
and the pressure heads in hydraulic networks for the...