组合式牙轮钻头的特性、设计和使用          下载免费PDF全文

谢文卫  宋爱志  苏长寿 《探矿工程》1997,(1):28-30

对组合式牙轮钻头作了简要介绍，分析了其碎岩原理，并与刮刀钻头及滚刀钻头进行了特性对比，阐述了设计，使用要点。  相似文献   

张力腿平台内孤立波作用特性数值模拟   总被引：1，自引：1，他引：0  

王旭  林忠义  尤云祥 《海洋工程》2015,33(5):17-23

依据三类内孤立波理论KdV、eK dV和MCC的适用性条件,采用Navier-Stokes方程为流场控制方程,以内孤立波诱导上下层深度平均水平速度作为入口边界条件,建立了两层流体中内孤立波对张力腿平台强非线性作用的数值模拟方法。结果表明,数值模拟所得内孤立波波形及其振幅与相应理论和实验结果一致,并且在内孤立波作用下张力腿平台水平力、垂向力及力矩数值模拟结果与实验结果吻合。研究同时表明,张力腿平台内孤立波载荷由波浪压差力、粘性压差力和摩擦力构成,其中摩擦力很小,可以忽略;水平力的主要成分为波浪压差力和粘性压差力,粘性压差力与波浪压差力相比较小却不可忽略,流体粘性的影响较小;垂向力中粘性压差力很小,流体粘性影响可以忽略。  相似文献   

Dragged surge motion of tension leg platforms and strained elastic tethers     

Hsien Hua Lee  Pei-Wen Wang  Chung-Pan Lee 《Ocean Engineering》1999,26(6):145

This paper presents an analytical solution for the dynamic behavior of both the platform and tethers in the tension leg platform system when the platform system is subjected to the wave-induced surge motion and the flow-induced drag motion. Along with the analysis the coupling problem of a two dimensional tension leg platform interacting with a monochromatic linear wave train in an inviscid and incompressible fluid is being considered. The scattering problem and radiation problem are first solved independently and then combined together to resolve for all unknowns. The dynamic behavior of the platform and tethers was further solved based on these solutions. The material property and the dimensional effect for the tether incorporated in the tension leg platform system are both taken into account in the analytical analysis. Corresponding to the variation of material properties and tether dimensions, it was found that the dynamic behavior of both the tether of tension leg platform and the platform itself is closely related to the material property and the dimension of the tether.  相似文献   

基于拔桩能力的自升式平台海外作业优选     

宋林松  曹式敬  李军伟  段梦兰 《海洋地质译丛》2010,(4):106-110

针对某海外项目中可能遇到的钻井平台压载后入泥深度过大和拔桩困难的问题,开展平台优选计算。首先搜集了预定作业井位周围井位的地质勘查资料,利用二次插值法进行作业井位地质勘察数据计算,据此计算了桩脚入泥深度,并根据作业平台结构参数计算了平台的拔桩阻力。为解决平台极限拔桩能力小于拔桩阻力的问题,设计了可控冲桩阀和冲桩系统以消除或减小桩靴底部的吸附力、桩靴侧部土体剪切力和桩靴上部土重。最后将平台拔桩能力与最终拔桩阻力进行对比,给出平台推荐结果。  相似文献   

16排螺旋CT下肢低剂量造影剂血管成像可行性研究   总被引：1，自引：0，他引：1  

么刚  孙建男  刘影  张修莉  陈秀梅 《CT理论与应用研究》2005,14(4):24-28

目的:探讨l6排螺旋CT低剂量造影剂下肢血管成像的可行性. 资料与方法 66例下肢CT血管成像(CTA)分为3组,采用不同的造影剂量:150 ml,120ml 和80ml.根据原始图像和最大强度投影(MIP)重建图像评价,3组下肢动脉显示程度;并测量动脉内造影剂的浓度.结果:下肢动脉在3组病例中均清晰显示.显示程度评分,3组间无统计学差异.3组动脉内的造影剂浓度均维持在较高的水平,统计学无显著性差异. 结论 l6排螺旋CT下肢血管成像使用低剂量造影剂可以满足临床需要.  相似文献   

Dynamic analysis of tension leg platform for offshore wind turbine support as fluid-structure interaction   总被引：2，自引：1，他引：1  

黄虎  张社荣 《中国海洋工程》2011,25(1):123-131

Tension leg platform (TLP) for offshore wind turbine support is a new type structure in wind energy utilization.The strong-interaction method is used in analyzing the coupled model,and the dynamic characteristics of the TLP for offshore wind turbine support are recognized.As shown by the calculated results:for the lower modes,the shapes are water’s vibration,and the vibration of water induces the structure’s swing;the mode shapes of the structure are complex,and can largely change among different members;the mode shapes of the platform are related to the tower’s.The frequencies of the structure do not change much after adjusting the length of the tension cables and the depth of the platform;the TLP has good adaptability for the water depths and the environment loads.The change of the size and parameters of TLP can improve the dynamic characteristics,which can reduce the vibration of the TLP caused by the loads.Through the vibration analysis,the natural vibration frequencies of TLP can be distinguished from the frequencies of condition loads,and thus the resonance vibration can be avoided,therefore the offshore wind turbine can work normally in the complex conditions.  相似文献   

张力腿平台涡激运动模型试验与数值分析     

呼文佳  王世圣  赵晶瑞 《海洋工程》2022,40(6):125-132

为揭示张力腿平台涡激运动响应规律,采用数值模拟与模型试验相结合的方法研究了全水深系泊张力腿平台涡激运动响应。根据张力腿平台主尺度参数,按照几何相似制作了水池试验模型,在满足运动相似和动力相似的条件下开展了均匀流、剖面流模型试验,并将模型试验结果与数值模拟结果进行了对比,验证了数值模拟与模型试验结果的一致性。分析结果表明在均匀流作用下张力腿平台涡激运动的锁定区间在5.5<U_r<8.5,来流角对涡激运动影响较大。剖面流作用下平台涡激运动规律与均匀流作用基本一致,但剖面流造流引起的能量分散,使平台在XY平面的运动轨迹变得不规律,系泊系统提供的回复力对涡激运动幅值有抑制作用,来流角和流速对张力腿或立管模态影响明显。论文得到结论对于张力腿平台的工程设计有一定借鉴意义。  相似文献   

基于水动力性能的TLP结构选型研究     

钱佳煜  孙丽萍  宋林峰 《海洋工程》2015,33(5):97-104

为了解决四种典型结构型式的张力腿平台在中国南海荔湾气田极端海况条件下的选型问题,采用新的相似原则以保证平台的设计拥有相同的相似条件。这些相似条件确保了四种平台具有相似的水动力性能和系泊性能。考虑平台和系泊系统包括顶张紧式立管(TTRs)、钢悬链式立管(SCRs)及筋腱之间的耦合效应,运用动态时域耦合分析方法计算得到平台的动力响应,并通过对比不同结构型式的平台在作业、极限及生存工况下的运动响应以得到最优水动力性能平台。文中还分别对四种张力腿平台的动态响应、筋腱受力、气隙分析和动晕环境条件进行对比分析,分析结果为实际工程提供参考。  相似文献   

Hull component interaction and scaling for TLP hydrodynamic coefficients     

James J. O'Kane  Armin W. Troesch  Krish P. Thiagarajan 《Ocean Engineering》2002,29(5):513-532

The purpose of this paper is to validate a new method that can be used by offshore platform designers to estimate the added mass and hydrodynamic damping coefficients of potential Tension Leg Platform hull configurations. These coefficients are critical to the determination of the platform response particularly to high frequency motions in heave caused by sum-frequency wave forcing i.e. “springing”. Previous research has developed the means by which offshore platform designers can extrapolate anticipated full-scale hydrodynamic coefficients based on the response of individual model scale component shapes. The work presented here further evaluates the component scaling laws for a single vertical cylinder and quantifies the effects due to hydrodynamic interaction. Hydrodynamic interaction effects are established through a direct comparison between the superposition of individual hull component coefficients and those evaluated directly from complete hull configuration models. The basis of this comparison is established by the experimental evaluation of the hydrodynamic coefficients for individual hull components as well as partial and complete platform models. The results indicate that hydrodynamic interaction effects between components are small in heave, and validate component scaling and superposition as an effective means for added mass and damping coefficient estimation of prototype platforms. It is found that the dependency of damping ratio with KC for a TLP is almost identical to that of a single column, thus offering a scaling methodology for prototype damping ratio values.  相似文献   

流体——重力式锥状单腿平台结构——土相互作用体系的地震动力响应   总被引：1，自引：0，他引：1  

陈昌斌  陶寿福  曹国敖 《海洋工程》1996,(2)

本文用配点法对流体——重力式锥状单腿平台结构——土相互作用体系在地震作用下的动力响应问题进行了研究。采用频域分析法，将锥柱体Ｎ等分，利用运动方程和边界条件联立解方程组，继而求出平台结构顶端弹性位移和腿柱所受的动水压力、基础平移和基础转角的频响函数。分析不同锥角下体系的动力响应的影响，并分析研究了刚性地基和考虑土——结构相互作用时结构体系的动力响应情况，得到一些很有益的结果。  相似文献