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Effect of perforations and rubble mound height on wave transformation characteristics of surface piercing semicircular breakwaters

机译:穿孔和碎石堆高对表面穿刺的半圆形防波堤波浪变形特性的影响

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The present study investigated how the perforations, water depth and rubble mound height on fully perforated semicircular breakwater (SBW) affects non-breaking wave transformations. SBW model with surface piercing condition for three different perforation ratios with 7 percentage, 11 percentage and 17 percentage were considered to study the variation of reflection, transmission, run-up characteristics and dimensionless horizontal and vertical forces as a function of relative water depth and the results are compared with an impermeable SBW and seaside perforated SBW models. From the results it is understood that, SBW with perforation ratio 17 percentage in the case of seaside perforated case shows reverse trend in hydrodynamic characteristics and for fully perforated SBW, it transmits large amount of wave energy on the seaside, which affects the tranquillity condition in the harbour. In addition, transmission characteristics of SBW models and conventional rubble mound breakwater model are compared to understand the effect of composite breakwater action and also the reflection characteristics of SBW models are compared with field data of Miyazaki Port after Sasajima et al. (1994). The results reveal that the SBW model with perforation ratio of 11 percentage in seaside and fully perforated type gives an optimum performance in terms of energy dissipation and transmission.
机译:本研究调查了全穿孔半圆形防波堤(SBW)上的穿孔,水深和瓦砾堆高度如何影响非破碎波转换。考虑了三种不同的射孔比率(分别为7%,11%和17%)的具有表面穿孔条件的SBW模型,以研究反射,透射,上升特性以及无量纲的水平和垂直力随相对水深和水深的变化。将结果与不可渗透的SBW和海边穿孔的SBW模型进行比较。从结果可以看出,在穿孔的情况下,穿孔率为17%的SBW在水动力特性上呈现出相反的趋势,而对于完全穿孔的SBW,它在海边传递了大量的波能,从而影响了海底的平静状态。海港。此外,比较了SBW模型和常规瓦砾堆防波堤模型的透射特性,以了解复合防波堤作用的影响,并将SBW模型的反射特性与Sasajima等人之后的宫崎港的现场数据进行了比较。 (1994)。结果表明,海边穿孔率为11%的SBW模型和完全穿孔型的SBW模型在能量耗散和传输方面具有最佳性能。

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