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Hydrodynamic characteristics of semi-immersed breakwater with an attached porous plate

机译:附有多孔板的半浸式防波堤的水动力特性

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In the present study, wave interaction with a fixed, partially immersed breakwater of box type with a plate attached (impermeable-permeable) at the front part of the structure is investigated numerically and experimentally. The large scale laboratory experiments on the interaction of regular waves with the special breakwater were conducted in the wave flume of Laboratori d'Enginyeria Marvtima (LIM) at Universitat Politecnica de Catalunya (UPC) in Barcelona. Experimental results are compared with numerical results obtained with the use of the Cornell breaking Wave and Structures (COBRAS) wave model. The effects of an impermeable as well as a permeable plate attached to the bottom of the breakwater on its hydrodynamic characteristics (wave transmission, reflection, dissipation, velocity and turbulence kinetic energy) are investigated. Computed velocities and turbulence kinetic energy in the vicinity of the structure indicate the effects of the breakwater with the attached (impermeable/ permeable) plate on the flow pattern and the turbulence structure. The attached impermeable plate at the front part of the breakwater enhances significantly the efficiency of the structure in attenuating the incident waves. The permeable plate reduces the efficiency of the structure since wave energy is transmitted through the porous body of the plate. Based on the hydrodynamic characteristics it is inferred that the breakwater with an impermeable plate attached to its bottom is more efficient. The comparison of horizontal and vertical forces acting on the breakwater for all cases examined reveals that plate porosity influences slightly vertical force and severely horizontal force acting on the structure, reducing maximum values in both cases.
机译:在本研究中,通过数值和实验研究了与固定的,部分浸入的箱形防波堤的波浪相互作用,箱形防波堤在结构的前部附有板(不可渗透-可渗透)。在巴塞罗那的加泰罗尼亚理工大学(UPC)的实验室EnMarinetim Marvtima(LIM)的波浪槽中进行了常规波浪与特殊防波堤相互作用的大规模实验室实验。将实验结果与使用康奈尔破碎波和结构(COBRAS)波模型获得的数值结果进行比较。研究了固定在防波堤底部的不透水板和透水板对其流体动力特性(波的透射,反射,耗散,速度和湍动能)的影响。结构附近的速度和湍流动能的计算表明,防波堤与附有(不可渗透/可渗透)板的流动模式和湍流结构有关。在防波堤前部附着的防渗板大大提高了结构衰减入射波的效率。渗透板降低了结构的效率,因为波能通过板的多孔体传输。根据流体力学特性,可以推断出防潮层底部附有防渗板的效率更高。比较所有情况下作用在防波堤上的水平力和垂直力,发现板孔隙度会轻微影响垂直力,严重影响水平力,从而减小两种情况下的最大值。

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