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The Effect of Hanging Sheet Pile Breakwater's Draft Relative on Wave Transmission Coefficient(Kt)in Irregular Wave

机译:悬挂桩防波堤牵伸相对对波传动系数(KT)的影响

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Breakwater is a structure that builds parallel to the coast,and located within some distance from the coastline.The breakwater that is currently and widely used is Rubble Mound Breakwater; a large dimension coastal structure with also come in high price.Due to this matter,a Hanging Sheet Pile type breakwater can be one of good solution.This research was conducted at Ocean Technology Laboratory,Faculty of Engineering,Universitas Hasanuddin,in a flume thank with 1:25 model scale,and equipped with wave generator and probes as measurement apparatus.The purpose of this study is to identify the effect of wave parameters(H1/gT~2)and structure parameters(draft relative,s/d)on fluctuated wave transmission coefficients produced.The waves are in the form of irregular waves that generated using JONSWAP spectrum.There were 5 variations in wave height(H)and wave period(T),while variations of structure in the form of draft(s)are in 3 variations.The results of this study indicate that the value of Kt will decrease when H,/gT2 value increase; so that the greater the value of s/d,the smaller value of Kt will be.
机译:防波堤是一种平行于海岸地建造的结构,距离海岸线的一定距离内。目前和广泛使用的防波堤是瓦砾土墩防波堤;一个大的沿海结构也有很高的价格。为此问题,悬挂式桩型防堤可以是好的解决方案之一。本研究是在海洋技术实验室,工程学院,大学哈丹卢丁,谢谢使用1:25模型刻度,并配备波发生器和探头作为测量装置。本研究的目的是识别波参数(H1 / GT〜2)和结构参数(草案相对,S / D)的影响产生的波动波传输系数。波是使用Jonswap Spectrum产生的不规则波的形式。波高(H)和波段(T)中的5个变化,而制定形式的结构的变化在3个变化中。该研究的结果表明,当H时,KT的值将减少,/ GT2值增加;因此,S / D值越大,Kt的较小值将是。

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