Abstract
Simulations of water flow in open-channel in the presence of an air–water interface are performed to examine the velocity distribution profile in deep and along of the channel. The simulations are made for a channel with glass walls.
Simulations of water flow in open-channel in the presence of an air–water interface are performed to examine the velocity distribution profile in deep and along of the channel. The simulations are made for a channel with glass walls.
© 2023 Eugen-Vlad Năstase, published by Gheorghe Asachi Technical University of Iasi
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