Wave-Current Loads on the Horizontal Cylinder with Varying Submergence Depths

Expand
  • State Key Laboratory of Ocean Engineering; Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration; School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China

Received date: 2017-04-26

Abstract

The interaction between wave-current and the horizontal cylinder located near the free surface is studied experimentally and numerically. Experiments of wave-current interaction on cylinder are conducted in the circulating water channel. The current loads, wave loads and wave-current loads on the cylinder with varying submergence depths are measured. The numerical model applied in this paper is based on RANS equations solved by finite volume method. Based on the simulation results, the free surface deformation and wave reflection in the interaction between wave-current and cylinder are investigated. Then, peak values of the wave force and wave-current force on the cylinder with various axis depths are discussed in detail. The effects of wave reflection and blockage on the peak value of the force are discussed based on the comparison between the measured force and the force calculated by the Morison’s equation. In general, wave reflection increases the peak value of the force while the wave blockage decreases it. Under the combining effect of wave reflection and wave blockage, the variation of forces on the cylinder with the submergence depth is different for partially submerged and fully submerged cases.

Cite this article

BAI Junli,MA Ning,GU Xiechong . Wave-Current Loads on the Horizontal Cylinder with Varying Submergence Depths[J]. Journal of Shanghai Jiaotong University, 2018 , 52(8) : 938 -945 . DOI: 10.16183/j.cnki.jsjtu.2018.08.009

References

[1]OSHKAI P, ROCKWELL D. Free surface wave interaction with a horizontal cylinder[J]. Journal of Fluids and Structures, 1999, 13(7/8): 935-954. [2]KOH H J, CHO I H. Computation of the inviscid drift force caused by nonlinear waves on a submerged circular cylinder[J]. International Journal of Naval Architecture and Ocean Engineering, 2011, 3(3): 201-207. [3]ONG M C, KAMATH A, BIHS H, et al. Numerical simulation of free-surface waves past two semi-submerged horizontal circular cylinders in tandem[J]. Marine Structures, 2017, 52: 1-14. [4]MORISON J R, O’BRIEN M P, JOHNSON J W, et al. The forces exerted by surface waves on piles[J]. Petroleum Transactions. AIME, 1950, 189: 149-154. [5]DIXON A G, GREATED C A, SALTER S H. Wave forces on partially submerged cylinders[J]. Journal of the Waterway Port, Coastal and Ocean Division, 1979, 105(4): 421-438. [6]CHEN B, LU L, GREATED C A, et al. Investigation of wave forces on partially submerged horizontal cylinders by numerical simulation[J]. Ocean Engineering, 2015, 107: 23-31. [7]LI Y, LIN M. Hydrodynamic coefficients induced by waves and currents for submerged circular cylinder[J]. Procedia Engineering, 2010, 4: 253-261. [8]NING D Z, LIN H X, TENG B, et al. Higher harmonics induced by waves propagating over a submerged obstacle in the presence of uniform current[J]. China Ocean Engineering, 2014, 28(6): 725-738. [9]YAKHOT V, ORSZAG S A, THANGAM S, et al. Development of turbulence models for shear flows by a double expansion technique[J]. Physics of Fluids A, 1992, 4(7): 1510-1520. [10]CHOUDHURY D. Introduction to the Renormalization Group Method and Turbulence Modeling [R]. Park, Lebanon, NH, USA: Fluent Inc., 1993. [11]PATANKAR S V. Numerical heat transfer and fluid flow[M]. Washington: Hemisphere Publishing Corporation, 1980.
Options
Outlines

/