Abstract

The RNG k-e model and dynamic mesh technology are applied to simulate the unsteady flow of flaring gate pier and stilling pool during the process of radial gate opening. The space-time change law of hydraulic characteristics is obtained. The negative pressure exists on weir surface while the relative opening degree (e) is less than 0.3; the maximum pressure on the slab of stilling pool increases and moves to downstream with the gate opening; the velocity near the slab is relatively larger in the foreside of stilling pool and reaches the maximum value at e=0.5. The numerical results agree well with the experimental data, which shows the method is effective and can provide reference for shape optimization of practical engineering.

Full Text
Paper version not known

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 call

Disclaimer: 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.