فهرست نشریات علمی دسترسی آزاد ایران

The present study focuses concept for an elementary discharge coefficient that is related to the discharge flowing 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 agreement with the observed one within an error not exceed 10%. A discharge coefficient was compared with other works, it was increased when side weir installed as an oblique against flow direction.