Hydrodynamic characteristics of emerged modular porous reef breakwaters

IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL
V. K. Srineash, K. Murali
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引用次数: 0

Abstract

ABSTRACT The wave interaction with porous reef breakwaters is investigated in this study through extensive laboratory experiments. The research is focussed on bringing out the hydrodynamic characteristics, such as wave transmission and wave reflection coefficient of reef breakwaters in emerged conditions. Design equations for estimating the transmission and reflection coefficients for emerged porous reef breakwaters are presented. The developed equations will be beneficial in deciding the dimension of the reef breakwaters for a given wave condition. The presence of Reef-Induced wave Breaking (RIB) was observed for certain combination of wave and reef parameters. The effects of hydrodynamic processes observed during the study, namely, RIB and overtopping in relation to the performance of the emerged porous reef breakwaters is discussed. Furthermore, the wave-induced pressures exerted over the reef breakwaters are measured on the seaside, leeside and at the midsection of the reef breakwater. A thorough analysis has been carried out to ascertain the magnitudes of hydrodynamic pressures which has got an important bearing in understanding the magnitude of wave induced forces on the reef breakwaters. Through detailed parametric investigations, the study brings out the parameters that govern the hydrodynamic performance and wave-induced pressures over the emerged reef breakwaters.
已出现的模块化多孔礁防波堤的水动力特性
摘要本研究通过大量的实验室实验,研究了波浪与多孔礁防波堤的相互作用。研究的重点是揭示出现条件下暗礁防波堤的波浪传输和波浪反射系数等水动力特性。提出了估算出水多孔礁防波堤透射系数和反射系数的设计方程。所开发的方程将有助于在给定波浪条件下确定暗礁防波堤的尺寸。在波浪和珊瑚礁参数的特定组合下,观察到了珊瑚礁诱导波破裂(RIB)的存在。讨论了研究期间观察到的水动力过程,即RIB和漫顶对出现的多孔礁防波堤性能的影响。此外,还测量了施加在防波堤海边、背侧和中段的波浪压力。已经进行了彻底的分析以确定水动力压力的大小,这对理解波浪对礁防波堤的作用力的大小具有重要意义。通过详细的参数研究,该研究得出了控制出礁防波堤水动力性能和波浪诱导压力的参数。
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来源期刊
Coastal Engineering Journal
Coastal Engineering Journal 工程技术-工程:大洋
CiteScore
4.60
自引率
8.30%
发文量
0
审稿时长
7.5 months
期刊介绍: Coastal Engineering Journal is a peer-reviewed medium for the publication of research achievements and engineering practices in the fields of coastal, harbor and offshore engineering. The CEJ editors welcome original papers and comprehensive reviews on waves and currents, sediment motion and morphodynamics, as well as on structures and facilities. Reports on conceptual developments and predictive methods of environmental processes are also published. Topics also include hard and soft technologies related to coastal zone development, shore protection, and prevention or mitigation of coastal disasters. The journal is intended to cover not only fundamental studies on analytical models, numerical computation and laboratory experiments, but also results of field measurements and case studies of real projects.
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