Affiliation
university of mosul
Main category
Engineering (Civil engineering)
Abstract
The present study focuses on the concept of an elementary discharge coecient
that is related to the discharge
owing through an elementary strip along the side weir
length. Simulations of discharge and water depth elevation were done. It is shown that the
predicted discharge was in agreement with the one observed, within an error not exceeding
10compared with other works, and was increased when the side weir was installed as oblique
against the
ow direction
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