开孔沉箱在斜向入射波作用下受力研究   总被引：4，自引：1，他引：4       下载免费PDF全文

李玉成  刘洪杰  滕斌  孙大鹏 《海洋学报》2003,25(1):100-109

应用透空壁内流体速度与壁两侧的压力差成正比的线性模型,研究了斜向波与无限多个开孔沉箱的相互作用.依照结构物的几何形状,把整个流域分成无限多个子域,在每个子域内应用特征函数展开法对速度势进行展开.对于沉箱内的波浪运动,引入相位差概念;在构造反射波模型时,考虑了结构物的几何形状影响.列举出物理模型实验结果与数值实验结果的比较,可以看出两者吻合较好.进一步的数值计算验证表明,当孔隙系数无限大时,开孔墙前后的速度非常接近.在低频入射波作用下,垂直于沉箱的水平力随角度的变大而减小,平行于沉箱排列方向的力则变大.  相似文献   

Reflection of Oblique Incident Waves by Breakwaters with Partially-Perforated Wall   总被引：11，自引：6，他引：11  

LI  Yucheng 《中国海洋工程》2002,16(3):329-342

The reflection of oblique incident waves from breakwaters with a partially-perforated front wall is investigated. The fluid domain is divided into two sub-domains and the eigenfunction expansion method is applied to expand velocity poten-tials in each domain. In the eigen-expansion of the velocity potential, evanescent waves are included. Numerical results of the present model are compared with experimental data. The effect of porosity, the relative chamber width, the relative water depth in the wave absorbing chamber and the water depth in front of the structure are discussed.  相似文献   

Theoretical Calculation of Floating Breakwater Performance     

Lao Guosheng Feng Hong Associate Professor  Dalian University of Technology    Dalian Postgraduate  Dalian University of Technology    Dalian 《中国海洋工程》1992,(4)

- In this paper, the theoretical calculation of floating breakwater performance in regular waves with arbitrary wave direction is discussed. Under the hypothesis of linearized system and applying the strip theory, we can solve the boundary condition problems of diffraction potential and radiation potential. Introducing the asymptotic expression of the wave velocity potential at infinity and using wave energy conservation, we can separately calculate the transmitted waves generated by the sway, heave and roll motion of the floating breakwater and by the fixed breakwater. Finally, we define the amplitude ratio of the transmitted wave to the incident wave as the transmitted wave coefficient CT which describes the floating breakwater effectiveness. Two examples are given and the theoretical results obtained by the present method agree well with experimental results.  相似文献   

钻探工程人身伤害分析          下载免费PDF全文

顾元威 《探矿工程》1995,(4):45-47

利用数理统计方法，对某地勘队１５年中出现的钻探人身伤害，进行了归纳和分析，探讨了钻探伤害日内出现的规律，伤害与钻探工龄之间的关系以及钻探伤害的人体部位与伤害形式等。  相似文献   

东庞矿奥灰含水层多分支水平孔卡埋钻事故处理          下载免费PDF全文

聂新明  钱迪 《探矿工程》2019,46(11):38-42

近年来,随着定向钻进技术的不断发展,随钻测量技术和受控定向螺杆钻具的制造工艺日趋成熟。地面定向水平钻孔在石油、天然气、页岩气、盐矿等领域得到广泛应用。地面定向水平分支孔注浆在煤矿防治水领域的应用开始大面积推广,在钻进过程中经常发生各种各样事故,造成大量的人力、物力、财力的损失,甚至导致全孔报废及人员伤亡。因此,如何减少或是避免事故的发生,保证钻进工作的顺利进行,是当前面临的重要课题。本文结合冀中能源股份有限公司东庞矿9400采区奥灰含水层区域注浆改造一期工程钻探工程DB2-E3地面定向水平孔施工时发生卡埋钻事故成功处理的实例,总结了水平注浆孔卡埋钻事故预防措施,对水平孔安全施工具有一定参考意义。  相似文献   

Kinematic response of single piles to vertically incident P‐waves          下载免费PDF全文

Qijian Liu  Fangjun Deng  Yibin He 《地震工程与结构动力学》2014,43(6):871-887

Dynamic response of single piles to seismic waves is fundamentally different from the free‐field motion because of the interaction between the pile and the surrounding soil. Considering soil–pile interaction, this paper presents a new displacement model for the steady‐state kinematic response of single piles to vertically incident P‐waves on the basis of a continuum model. The governing equations and boundary conditions of the two undetermined functions in the model are obtained to be coupled by using Hamilton's principle. Then, the two unknown functions are decoupled and solved by an iterative algorithm numerically. A parametric study is performed to investigate the effects of the properties of the soil–pile system on the kinematic response of single piles. It is shown that the effects of the pile–soil modulus ratio, the slenderness ratio of the pile, and the frequency of the incident excitations are very significant. By contrast, the influence of soil damping on the kinematics of the system is slight and can be neglected. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

A method to determine the incident wave boundary conditions and its application   总被引：1，自引：0，他引：1  

饶永红  梁书秀  俞聿修 《中国海洋工程》2012,26(2):205-216

When studying the harbor water tranquility, cases are often confronted as that the verification point is not located on the generation line or that the angle between the generation line and the isobath is so large that the differences of the wave climates along the generation line can not be ignored. For these cases, the incident boundary conditions are difficult to evaluate. In order to solve this problem, a combined wave model is developed in the present paper based on the Boussinesq equation and the wave action balance equation. Instead of the one-line wave generation method, a multi-line generation method is proposed for the combined model. Application of this method is given to a case that the harbor is designed with two entrances and the angle between the generation line and the isobath is large and the results are shown reasonable. We suggest that the wave generation method on multi-lines might also be introduced to the wave physical model as the replacement for the one-line generation method.  相似文献   

Two-dimensional translation,rocking, and waves in a building during soil-structure interaction excited by a plane earthquake SV-wave pulse     

《Soil Dynamics and Earthquake Engineering》2016

A two-dimensional (2-D) model of a building supported by a rectangular, flexible foundation embedded in the soil is analyzed for excitation by an incident plane SV-wave. The incidence is below the critical angle. The building is assumed to be anisotropic and linear while the soil and the foundation are assumed to be isotropic and can experience nonlinear deformations. In general the work spent for the development of nonlinear strains in the soil can consume a significant part of the input wave energy and thus less energy is available for the excitation of the building. We show that the energy distribution in the building depends on the nature of the incident wave and differs substantially between the cases of incident P- and SV-waves. However, for both excitation by a plane SV-wave pulse and excitation by a P-wave, we show that the nonlinear response in the soil and the foundation does not significantly change the nature of excitation of the base of the building. It is noted that the building response can be approximated by translation and rocking of the base only for excitation by long, strong motion waves.  相似文献   

开孔沉箱与斜向波作用的理论研究和实验验证   总被引：2，自引：0，他引：2  

滕斌李玉成  刘洪杰 《海洋工程》2004,22(1):37-45

应用透空壁内流体速度与壁两侧的压力差成正比的线性模型,研究了无限多个开孔沉箱在斜向波作用下的反射问题。整个流域被分成无限多个子域,在每个子域内应用特征函数展开法对速度势进行展开。对于沉箱内的波浪运动,根据沉箱位置引入相位差概念。在构造反射波模型时,考虑了结构物几何形状周期性的影响。结果表明,当孔隙系数无限大时,开孔墙前后的速度非常接近,反射系数符合能量守恒定律。在低频入射波作用下,沉箱越短,其反射系数越小,反射系数随着角度的变大而减小。  相似文献   

深直井中卡钻趋势的实时监测     

赵春波 《现代地质》1998,12(4):613-617

摘 要　 对扭矩—拉力 “软索” 模型进行了改进‚在假设深直井眼是螺旋弯曲的基础上‚首 次在国内建立了深直井的实时计算井眼综合摩阻系数的模型‚编制了计算机软件‚并利用塔 西南地区曲3井综合录井仪采集的钻进过程中的实时监测数据‚对上述模型进行了验证‚取 得了比较满意的效果。  相似文献