1. Wave and flow loads on inclined pipe at different immersion depths
- Author
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Chonghong Ren, Jin Yu, Xianqi Zhou, Yuanqing Wang, Jian Chen, and Lixiang Lin
- Subjects
Computer simulation ,Flow (psychology) ,General Engineering ,Test and numerical simulation ,Mechanics ,Engineering (General). Civil engineering (General) ,Wave and flow loads ,Volumetric flow rate ,Physics::Fluid Dynamics ,Inclined pipe ,Flow force ,Immersion depth ,Horizontal force ,Wave height ,Immersion (virtual reality) ,Astrophysics::Earth and Planetary Astrophysics ,TA1-2040 ,Reynolds-averaged Navier–Stokes equations ,Geology - Abstract
This paper investigates the force features of inclined pipes under the action of waves and flows through both test and numerical simulation. Firstly, the wave and flow loads on inclined pipes were examined through tests in circulating water flumes. Next, the unsteady Reynolds-averaged Navier-Stokes (RANS) equations were adopted to numerically simulate the test conditions. Multiple factors were taken into consideration: immersion depth, inclination, flow rate, wave height, and cycle. The results show that, the wave and flow loads on the pipes both increase with wave height and flow rate. When the inclination β = 0°, the flow force is most rapid, conversely, it is most slow when the inclination β = 30°. Furthermore, when the pipe was immersed by 75%, the change of inclination directly affected the ratio of vertical force to horizontal force. For the pipes with different inclinations, the wave load increases basically at the same rate with the rising wave height. With the widening of the inclination, the wave and flow loads on the pipes become less sensitive to immersion depth, and the maximum loads remain near the free water surface.
- Published
- 2022