淹没状态下半圆型防波堤的水力特性研究     

饶永红  俞聿修  张宁川 《海洋学报》2001,23(2):124-131

以淹没状态下的半圆型防波堤为研究对象,采用不规则波断面模型试验,结合典型实例分析了堤体波压分布的特点,指出波浪经过堤顶破碎与否直接影响到堤体所受波力的大小,并建议了开孔办法和波力计算方法.  相似文献   

The Lift Forces Acting on a Submarine Composite Pipeline in a Wave-Current Coexisting Field     

Li Yucheng  Zhang Ningchuan Professor  Dalian University of Technology  Dalian . Lecturere  Delian University of Technology  Dalian 《中国海洋工程》1994,(1)

- A composite pipeline is defined as a main big pipe composed of one or several small pipes. The flow behaviour around a submarine composite pipeline is more complicated than that around a single submarine pipeline. A series model test of composite pipelines in a wave-current coexisting field was conducted by the authors. Both in-line and lift forces were measured, and the resultant forces were also analyzed. The results of lift forces and resultant forces are reported in this paper. It is found that the lift force coefficients for composite pipelines are well related to the KC number. The lift force coefficients for an irregular wave-current coexisting field are smaller than those for a regular wave-current coexisting field. The frequency of lift force is usually twice the wave frequency or higher. The authors test indicates that the resultant forces are about 10 to 20 percent larger than in-line forces (horizontal forces). The effect of water depth is analyzed. Finally, the relationship between lift f  相似文献   

近岸区直墙波浪力的模拟     

王登婷  左其华 《海洋工程》2003,21(3):40-49

在水槽中进行了几种不同坡度的斜坡平台上规则波作用下直墙波浪力试验，系统分析了直墙上相对最大压强和相对最大总力，给出了它们之间的比较关系。还进行了不同坡度的不规则波模型试验，并讨论了波浪力之间的特性。结果表明采用1：10、1：15的斜坡与平台相结合的试验室模拟，可得到与平底地形相近的直墙波浪力。  相似文献   

The application of wave induced forces to a two-dimensional finite element long wave hydrodynamic model     

C. Nielsen  C. Apelt   《Ocean Engineering》2003,30(10):1233-1251

This paper describes the modification of a two-dimensional finite element long wave hydrodynamic model in order to predict the net current and water levels attributable to the influences of waves. Tests examine the effects of the application of wave induced forces, including comparisons to a physical experiment. An example of a real river system is presented with comparisons to measured data, which demonstrate the importance of simulating the combined effects of tides and waves upon hydrodynamic behavior.  相似文献   

Hydrodynamic Coefficients for Grouping Piles Under the Action of Irregular Waves   总被引：2，自引：0，他引：2  

Yu Yuxiu Shi Xianghong Professor 《中国海洋工程》1994,(2)

-The hydrodynamic coefficients for each of two piles and three piles in both side-by-side arrangement and tandem arrangement under the action of irregular waves are experimentally investigated. These coefficients vary with the KC number, the relative pile spacing, the number of piles and the pile location, and their relationships are presented in this paper. They can be used in Morison Equation and other equations to calculate directly the in-line wave forces and the transverse forces on each pile in array.  相似文献   

Effect of strain-dependent dynamic properties of backfill and foundation soil on the external stability of geosynthetic reinforced waterfront retaining structure subjected to harmonic motion     

《Applied Ocean Research》2019

A simplified method to determine the minimum length of reinforcement required for the external stability of waterfront reinforced soil structures under seismic conditions is presented. In the present analysis, strain-dependent dynamic properties (shear modulus and damping ratio) are used. The results obtained from the present method are well compared with the results of pseudo-static method of analysis. For the set of input parameters, the estimated minimum length of reinforcement required against sliding failure is nearly 27–29% higher for an input normalized frequency of 1.06 and is nearly 22–25% lower for another input normalized frequency of 1.94 when compared with the results of pseudo-static approach. This can be attributed to the mode change behaviour of the waterfront structure. In addition, the effect of foundation type on the external stability of waterfront reinforced soil structures has also been presented and it is found that the foundation type has a significant effect on the same. For the given set of input parameters, the length of minimum reinforcement required for a slope and vertical wall having a flexible foundation are about 26–28% and 32–38% larger than that of a slope and vertical wall with rigid foundation, respectively.  相似文献   

Numerical Simulation on Hydraulic Performances of Quarter Circular Breakwater   总被引：2，自引：1，他引：1  

蒋学炼  谷汉斌  李炎保 《中国海洋工程》2008,22(4):585-594

Quarter circular breakwater （QCB） is a new-type breakwater developed from senti-circular breakwater （SCB）. The superstructure of QCB is composed of a quarter circular front wall, a horizontal base slab and a vertical rear wall. The width of QCB＇ s base slab is about half that of SCB, which makes QCB suitable to be used on relatively finn soil foundation. The numerical wave flume based on the Reynolds averaged Navier-Stokes equations for impressible viscosity fluid is adopted in this paper to simulate the hydraulic performances of QCB. Since the geometry of both breakwaters is similar and SCB has been studied in depth, the hydraulic performances of QCB are given in comparison with those of SCB.  相似文献   

Wave Forces Acting on Vertical Walls     

李本霞  俞聿修  余锡平 《中国海洋工程》2008,22(1):151-160

Regular and irregular wave forces acting on vertical walls are studied by a previously developed numerical model. The computed wave forces are compared with the available experimental data to verify the numerical model, and satisfactory agreements are obtained. The variation of wave forces with incident angles and the shape of simultaneous pressure distribution are investigated, and the comparisons between numerical results and Goda＇ s predictions are also carried out. It is concluded that the maximum wave forces acting on the unit length of vertical wall is often induced by the obliquely incident waves instead of normally incident waves, while Goda＇ s formula may be inapplicable for oblique wave incidence. The shape of simultaneous pressure distribution is not significantly influenced by incident angles, and it can be favorably predicted by Goda＇ s formula. When regular wave heights are taken as the same as irregular wave height H1%, the irregular wave forces Ph. 1% are slightly larger than regular wave forces in most cases.  相似文献   

南海北部陆坡的地貌形态及其控制因素   总被引：11，自引：3，他引：8       下载免费PDF全文

王海荣  王英民  邱燕  彭学超  刘轶瑶 《海洋学报》2008,30(2):70-79

利用精细地貌图、高分辨率多道地震剖面等资料研究南海北部大陆边缘深水陆坡的地貌形态及控制因素。莺琼陆坡具有不同于其他部分的特殊性,红河物源是造成它的地貌形态的主控因素,南海北部陆坡的其他部分的地貌形态依然受控于古新世—渐新世的断陷期所形成的凹凸格局,其空间分布状况决定了陆坡地貌的形态和演变;物源类型和供给数量是陆坡地貌形态的次级因素,决定着陆坡地貌在总体框架下的局部特征,地震和海流等外动力因素则在一定程度上决定了陆坡沉积类型和微地貌形态。南海北部的这种特点与大西洋两岸的大部地区有显著区别,后者在晚侏罗—早第三纪的断陷期所形成的构造格局对陆坡地貌的影响已次于物源状况和向深水的物质分散体系。南海北部陆坡可自西而东依次划分为五段:莺琼陆坡段、神狐陆坡段、珠江海谷段陆坡、东沙陆坡段和台湾浅滩陆坡段;各陆坡段的地貌形态和走向上的差异全面反映了以上三个因素,尤其反映了断陷期构造格局分布状况的效应。  相似文献   

滑坡滑动面抗剪强度指标的敏感性分析     

张常亮  李同录  胡仁众 《地球科学与环境学报》2007,29(2):188-191

以三峡库区左岸归州老城滑坡为例,利用Janbu条分法和推力传递法,分析了天然抗剪强度指标c0、φ0值和饱和csat、φsat值与滑坡推力和治理造价的关系。通过综合研究和比较,发现φ值对稳定系数、剩余下滑力的影响要明显高于c值,φ值成为治理设计中保证治理安全和控制造价的关键因素。因此,在滑坡稳定性分析和治理设计中,选取合理的φ值具有重要意义。  相似文献