Abstract
ABSTRACTAn experimentally study of water level changes at open channel junctions with angles of 30° and 60° for different flow conditions is presented. The experimental results were used to assess the equal water level assumption commonly adopted in confluence studies. The maximum value of the water depth at the confluence was assessed through comparison with the critical depth in the downstream channel. Additionally, the results were used to validate the generalization of a classical model for estimating the water depth in confluences with subcritical flows downstream from the junction, even in cases where one or both upstream channel flows were supercritical. The maximum average deviations between the model predictions and measurements were approximately 6%.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
