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21.
Fifteen formulae of wave transmission coefficient for submerged breakwaters obtained during last 3 decades are presented,compared,and analyzed in this paper.The dimensionless parameters mainly involved in this discussion are the relative submerged depth Rc/h,relative wave height Rc/Hi,relative rubble size B/D50,relative breakwater width B/HiL0 and wave breaker index ξ.It indicates that there exist notable differences among the computed results,which mainly originate from the limited experimental conditions and different analytical methods,even though the major tendency keeps similar.It is necessary to conduct more systematic studies to obtain better understanding about the mechanism of wave transmission over submerged breakwaters. 相似文献
22.
目前,海洋工程物理模型试验中对风的模拟常采用两种方法,一种是挂重法,一种是吹风法。这两种方法均是采用某一恒定的风速来模拟相应的风力,然而自然界中的风是不均匀的,并具有较强的随机性和脉动性,单一的恒定风模拟无法真实反映海风对浮体、海上结构的荷载作用。本文基于Shinozuka理论并考虑风谱的有关特性,模拟出满足API谱特性随机风,并与有关文献中结果进行对比,试验结果显示本文结果在精度和稳定性方面均有所提高;通过严格控制风速偏差、风速标准差和风谱面积偏差,进一步研究对比了API谱与Davenport谱风过程,得出了前者风速波动幅度为后者1.5倍~2.0倍的结论,随机脉动风场的模拟突出了实际海风的随机性和脉动性,能够较为真实地反映海洋风环境,文章认为此谱特性风场可作为有关海洋工程风试验的试验环境。 相似文献
23.
This paper discusses some previous, and presents some new experimental results on wave transmission over submerged breakwaters. The objective of this study is to evaluate wave transmission coefficient and develop a two-dimensional （2D） model as an improvement to the existing wave transmission coefficient models. Factors which affect wave transmission over stbmerged breakwaters are discussed through a series of laboratory experiments. Basic recommendations for evaluation and design of submerged rubble-monud breakwaters are presented. From the test results, a calculation formula of wave transmission coefficient is proposed. 相似文献
24.
The present study aims at the design and making of measuring instrument of whole direct method for bed shear stress under two-dimensional water-flow co-action. The instrument combines the traditional strain gauge with a precise pressure gauge, and adopts the method directly measuring the difference between the lateral hydrodynamic pressure and different head pressures on both sides of the force plate. As a result, such an instrument solves a technical puzzle of the past strain gauge, i.e. the difficulty to set apart shear stress and lateral force. Static force test and sink test both prove that the instrument is precise, stable and applicable to the measurement of rough beds with different shear stresses. 相似文献
25.
1 .IntroductionWaves,oneofthemostimportantdynamicfactorsincoastalengineering ,havesignificanteffectsonthesafetyofconstructionandthecostofcoastalstructures.Thevariationofwave inducednearshorecurrentsandlongcyclicoscillationofwatersurfaceresultsinbankerosion ,sedimenttransportinestu aries ,siltationofharborsandchannels ,protectivestructureaccidents ,shipmooringfailuresanddiffu sionofpollutants ,andthushavedrawnscientificresearchers’attention .Alargenumberofresearchresultsonwavesandwave inducedc… 相似文献
26.
以波群因子GF为参数,在试验室内模拟出具有同一的H_3、T_p、M_o,但不同的GF的波列,测量单桩、双桩及四根桩上的波浪力。对比发现,不同的GF,其平均波力,三分之一波力基本上没有什么不同;十分之一大波力,GF大时稍有增大;当GF大时最大波力有较大值,需给以足够重视。 相似文献
27.
港珠澳大桥人工岛位于伶仃洋海域,台风期较大的越浪量可能危及人工岛和隧道的运营安全,越浪量是人工岛护岸设计的重要参数。通过波浪断面物理模型,研究人工岛护岸护面块体型式、消浪平台尺度、挡浪墙前护肩宽度等结构参数对越浪量的影响,试验结果表明,坡肩宽度对越浪量的影响非常大,并且越浪量较小时,试验值明显小于当前广泛采用的van der Meer公式计算值,由此针对人工岛护岸结构特点,提出考虑了坡肩折减系数Kc的越浪量计算方法。计算结果与试验数据吻合良好,为人工岛越浪控制措施的采用及后期越浪量预警提供技术支撑。 相似文献
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本文应用积分方程和时间步进法,考虑了在以流函数理论为基础的非线性规则波作用下,方形墩柱结构上的非线性波浪力和力矩。已有的一些结果表明本文计算值与一些实测结果吻合良好。文章给出了一些可供一般工程设计参考数值计算结果和经验公式。 相似文献