六边形开口方形人工鱼礁水动力性能模型实验

Model experiment of hydrodynamic performance of square artificial reefs with hexagonal openings

  • 摘要: 为了研究六边形开口方形人工鱼礁阻力系数和侧向力系数与迎流角度、开口比之间的关系,利用水槽模型实验对4种开口比 (γty = 0.06、0.14、0.25、0.39)的六边形开口方形人工鱼礁在4种迎流角度 (θ = 0°、15°、30°、45°)下的阻力和侧向力进行测定,并计算其阻力系数和侧向力系数。结果显示,六边形开口方形礁体模型阻力Fx (30°) > Fx (45°) > Fx (15°) > Fx (0°),侧向力Fy (30°) > Fy (15°) > Fy (45°) > Fy (0°);礁体模型阻力Fx (30°)是Fx (0°)的1.28~1.72倍,侧向力Fy (30°)是Fy (0°)的2.8~11.1倍。迎流角度对礁体模型的阻力以及侧向力可产生较大影响。4种开口比和4种迎流角度下,礁体模型阻力系数CD变化范围为0.98~1.53。阻力系数CD (30°) > CD (15°) > CD (45°) > CD (0°),阻力系数CD (30°)与CD (0°)相比最大可达1.26倍;4种开口比和4种迎流角度下,礁体模型侧向力系数CL变化范围为0.001~0.210。侧向力系数CL (30°) > CL (15°) > CL (45°) > CL (0°),侧向力系数CL (30°)与CL (0°)相比最大可达3.5倍。当θ = 30°时,不能忽视侧向力对礁体模型的作用力。

     

    Abstract: In order to study the relationships between the resistance coefficients and lateral force coefficients of the square-shaped artificial reef with hexagonal openings and between the angle of attack and the opening ratio, we designed four model opening ratios (γty = 0.06, 0.14, 0.25, 0.39) The resistance and lateral force of the rectangular open artificial reef at four kinds of attack angles (θ = 0°, 15°, 30°, 45°) were measured, and the resistance coefficient and lateral force coefficient were calculated. Hexagonal open square reef model resistance Fx (30°) > Fx (45°) > Fx (15°) > Fx (0°), and lateral force Fy (30°) > Fy (15°) > Fy (45°) > Fy (0°) were obtained; the reef model resistance Fx (30°) was 1.28-1.72 times that of Fx (0°), and the lateral force Fy (30°) was Fy (0°) 2.8 to 11.1 times. The angle of attack can have a greater impact on the resistance and lateral forces of the reef model. With 4 kinds of opening ratios and 4 kinds of attack angles, the resistance coefficient CD ranged from 0.98 to 1.53. Resistance coefficient CD (30°) > CD (15°) > CD (45°) > CD (0°). The reef model resistance coefficient CD (30°) can be up to 1.26 times compared to CD (0°). At 4 kinds of opening ratios and 4 kinds of angles of attack, the lateral force coefficient CL ranged from 0.001 to 0.21. The lateral force coefficient CL (30°) > CL (15°) > CL (45°) > CL (0°). The maximum lateral force coefficient CL (30°) of the reef model can reach 3.5 times compared with CL (0°). When θ = 30°, the effect of lateral force on artificial reefs cannot be ignored.

     

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