Risk Analysis of Breakwater Caisson Under Wave Attack Using Load Surface Approximation     

Dong Hyawn KIM 《中国海洋工程》2014,(6):739-748

A new load surface based approach to the reliability analysis of caisson-type breakwater is proposed. Uncertainties of the horizontal and vertical wave loads acting on breakwater are considered by using the so-called load surfaces, which can be estimated as functions of wave height, water level, and so on. Then, the first-order reliability method（FORM） can be applied to determine the probability of failure under the wave action. In this way, the reliability analysis of breakwaters with uncertainties both in wave height and in water level is possible. Moreover, the uncertainty in wave breaking can be taken into account by considering a random variable for wave height ratio which relates the significant wave height to the maximum wave height. The proposed approach is applied numerically to the reliability analysis of caisson breakwater under wave attack that may undergo partial or full wave breaking.  相似文献   

地质雷达在防波堤抛石底界探测中的应用     

谭磊  张震  梁东辉  江晓益  徐虎 《地质论评》2023,69(Z1):417-418

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Hydrodynamic Performance of the Arc-Shaped Bottom-Mounted Breakwater     

楚玉川  程建生  王景全  李志刚  江克斌 《中国海洋工程》2014,(6):749-760

The problem of the hydrodynamic interaction with the arc-shaped bottom-mounted breakwaters is investigated theoretically. The breakwater is assumed to be rigid, thin, impermeable and vertically located in a finite water depth. The fluid domain is divided into two sub-regions of inner and outer by an auxiliary circular interface. Linear theory is assumed and the eigenfunction expansion approach is used to determine the wave field. In order to examine the validity of the theoretical model, the analytical solutions are compared to agree well with published results with the same parameters. Numerical results including wave amplitude, surge pressure, and wave force are presented with different model parameters. The major factors including wave parameters, structure configuration, and water depth that affect the surge pressure, wave forces, and wave amplitudes are discussed and illustrated by some graphs and cloud maps.  相似文献   

弧形防波堤波浪力试验研究     

赵利平  朱亚州  谢奥运  邹俊飞 《海洋工程》2015,33(5):35-42

在圆筒形防波堤和V形防波堤的基础上,结合离岸堤后形成V形和半圆形连续出现的韵律海岸的地貌平面形态特点,提出一种前墙为连续的半圆筒形防波堤形式。通过在波浪水槽内进行规则波物理模型试验,探究这一新型防波堤的波压力分布规律及波高、周期、水深等因素对波压力的影响。将试验结果与海港水文公式和合田良实公式计算的理论值对比分析,给出了以合田良实公式的折减系数来拟合新型弧形防波堤波浪总水平力的计算公式。结果表明:新型弧形防波堤上的波压力随波高、周期的增大而增大,其水平波浪总力比同等尺度直墙少10%左右。  相似文献   

高桩挡板透空式防波堤消浪性能数值研究   总被引：1，自引：1，他引：0  

诸裕良  李雨  陈德春  陶爱峰 《海洋工程》2015,33(4):53-62

以RANS方程为控制方程,基于有限体积法,在动量方程中添加源项,建立了具有造波‐消波功能的数值波浪水槽。利用建立的源项造波数值波浪水槽,模拟了高桩挡板透空式防波堤在规则波作用下的消浪效果,完整地再现了堤前堤后的流态,分析了挡板相对入水深度对透浪系数的影响。在与试验值及拉帕公式对比后发现,数模计算结果与试验值较接近,拉帕公式偏大。研究了堤顶相对宽度、相对水深、相对波高对透浪系数的影响并提出修正公式,修正公式与计算值和试验值吻合较好。  相似文献   

透空管式防波堤透射系数及反射系数的试验研究     

那婧  拾兵  刘勇  范菲菲 《海洋湖沼通报》2012,(4):41-46

对透空管式防波堤的消浪性能进行了研究,通过进行物理模型试验,深入探讨了管道防波堤的堤顶宽度、斜率、波陡对防波堤消浪效果的影响,得出了该结构的反射系数及透射系数与各影响参数间的关系。研究结果表明,堤顶宽度为1.2Hm,斜率为1∶1.5的模型消浪效果较好。  相似文献   

防波堤的人工神经网络Monte Carlo法可靠性分析     

张向东  董胜  张磊  张国伟 《中国海洋大学学报(自然科学版)》2012,42(4):82-86

防波堤建设费用巨大,且一旦遭到破坏,后果甚为严重,因此,如何准确地计算防波堤的可靠性意义重大.随着人工神经网络理论的快速发展,人工神经网络方法在结构可靠性分析中的应用逐渐得到重视.基于神经网络的Monte Carlo法计算直立式防波堤的可靠性,概率意义明确.以秦皇岛典型直立堤为算例,采用基于神经网络的Monte Carlo法对直立式防波堤进行可靠性分析时,将直立堤滑动破坏和倾覆破坏的极限状态方程中的所有参数均作为变量处理,并将计算结果与Monte Carlo模拟的直接抽样法、重要抽样法以及独立变量JC法的计算结果进行对比.结果表明:基于神经网络的Monte Carlo法和Monte Carlo模拟的直接抽样法、重要抽样法计算结果相近,而比独立变量JC法的计算结果略低.  相似文献   

不规则波作用下OWC沉箱气室捕能效果研究     

史宏达  焦建辉  刘臻  杨国华 《中国海洋大学学报(自然科学版)》2012,42(1)

沉箱防波堤兼作岸式波力发电装置是1种新型的港工建筑物,它是集合了防波堤与岸式振荡水柱波力发电装置的共性特点设计而成.本文主要是在物理模型的基础上,研究沉箱气室捕能效果.试验中主要采集了沉箱气室内的波高、气压以及输气管的空气流速等数据.  相似文献   

Study of Partial Coefficients for Design of Semicircular Breakwaters     

郄禄文  Byung  Ho  CHOI 《中国海洋工程》2010,24(1):29-40

In the present study,the reliability design of semicircular breakwater is based on the verification of the rules defined by standard specifications,where partial coefficients are introduced to ensure safety.The reliability of the semicircular breakwaters has been analyzed by using the Hasofer-Lind method to determine the reliability index of structure that has correlated loads,utilizing the long-term observed wave data at a given place.The relation curve between reliability index and safety factor in the traditional design method,as well as the relationships between reliability index and partial coefficients,have been obtained.This paper proposes values of partial coefficients for the design expression of semicircular breakwaters in the cases of anti-sliding and anti-overturning.  相似文献   

新型沉箱防波堤兼作岸式OWC波能装置的设计及稳定性研究     

史宏达  杨国华  刘臻  李海锋 《中国海洋大学学报(自然科学版)》2010,40(9)

防波堤与岸式OWC波能装置一直是被独立研究,从未产生交叉,但二者设施布置的条件显然具有关联性。本文根据二者关联的特点,设计出沉箱防波堤兼作岸式OWC波能装置,并通过物理模型试验验证了其可行性。  相似文献