Experimental Study on Vortex-Induced Vibrations of Submarine Pipeline near Seabed Boundary in Ocean Currents   总被引：2，自引：3，他引：2  

杨兵高福平  吴应湘李东晖 《中国海洋工程》2006,20(1):113-121

1 .IntroductionThe submarine pipeline is a commonfacility widely usedfor offshore oil and gastransport . Whena pipeline is installed on a seabed and not buried,unsupportedspans may exist insomelocations ,es-peciallyinthe uneven zones of the seabed.The spa…  相似文献   

检测cDNA文库克隆中插入片段大小的简易方法   总被引：6，自引：0，他引：6  

刘振辉  张士璀 《海洋科学》2002,26(11):9-9

在ｃＤＮＡ文库克隆的大规模测序之前 ,一般需对克隆中插入片段的大小进行检测。传统的检测方法是首先用煮沸法［１,２］或碱裂解法［１,３］提取质粒ＤＮＡ ,然后用限制性内切酶进行酶切分析。在对大量的克隆进行检测时 ,这种方法则显得十分烦琐、费时。Ｚｏｎ等［４］于１９８９年提出了一种基于ＰＣＲ技术的直接用于克隆检测的方法。与传统的酶切检测法相比 ,此种方法相对简单、快速得多。但是它仍然需要提取质粒ＤＮＡ ,而且实验成本较高。新近 ,Ｔａｒｉｇ［５］等对Ｚｏｎ等的方法进行了进一步的改进。改进后的方法不需要提取质粒Ｄ…  相似文献   

具有国际先进水平的CTD定标检测设备   总被引：1，自引：0，他引：1  

于厚隆  贾肇基 《海洋技术学报》2001,20(1):124-129

在国家863计划的支持下，海洋技术研究成功研制了一套CTD仪器的校准设备，本文介绍了设备的组成，性能，设计经过与SBE设备进行了比较，表明该设备达到了EOCECTD设备的校准要求，同时，该设备是海洋技术研究所开发自有的高度CTD剖面仪的有力工具。  相似文献   

基于AHP法和灰色模式识别理论的海底管道系统路由定量风险评估   总被引：3，自引：1，他引：3  

徐慧 肖楠郭振邦  王金英 《海洋工程》2005,23(4):105-110

根据海底管道路由潜在风险的特点及风险类型,提出了一种将层次分析法（AHP法）和灰色模式识别理论相结合的海底管道系统路由定量风险评估方法,该方法利用AHP确定风险评价指标体系,运用灰色模式识别理论,建立识别结果标准,并结合实际工程进行计算,计算结果表明该方法是可行的.  相似文献   

海底油气管道保护电位检测装置的研究     

郭津年  徐斌  卢阿平  曾仁森  吴佳林 《海洋科学》1990,14(5):53-57

  相似文献   

Nonlinear Static Finite Element Stress Analysis of Pipe-in-Pipe Risers   总被引：4，自引：1，他引：4  

周宏杰  闫澍旺崔溦 《中国海洋工程》2005,19(1):155-166

Owing to the complexity of the pipe-in-pipe (PIP) riser system in structure, load and restraint, many problems arise in the structural analysis of the system. This paper presents a new method for nonlinear static finite element stress analysis of the PIP riser system. The finite element (FE) model of the PIP riser system is built via software AutoPIPE 6.1. According to the specialties of a variety of components in the PIP riser system, different elements are used so as to model the system accurately. Allowing for the complication in modeling the effects of seabed restraint, a technique based on the bilinear spring concept is developed to calculate the soil properties. Then, based on a pipeline project, the entire procedure of stress analysis is discussed in detail, including creation of an FE model, processing of input data and analysis of results. A wide range of loading schemes is investigated to ascertain that the stresses remain within the acceptable range of the pipe material strength. Finally, the effects of the location of flanges, the thermal expansion of submarine pipelines and the seabed restraint on stress distribution in the riser and expansion loop are studied, which are valuable for pipeline designers.  相似文献   

A Numerical Model for Natural Backfill of Pipeline Trenches Subjected to Unidirectional／Oscillatory Flows     

LIANGDong-fang CHENGLiang KervinYEOW 《中国海洋工程》2005,19(2):269-286

A numerical model for the self-burial of a pipeline trench is developed. Morphological evolutions of a pipeline trench under steady-current or oscillatory-flow conditions are simulated with/without a pipeline inside the trench. The oscillatory flow in this study represents the action of waves. The two-dimensional Reynolds-averaged continuity and Navier-Stokes equations with the standard k-e turbulence closure, as well as the sediment transport equations, are solved with the finite difference method in a eurvilirrear coordinate system. Both bed and suspended loads of sediment transport are included in the morphological model. Because of the lack of experimental data on the backfilling of pipeline trenches, the numericalmodel is firstly verified against three closely-relevant experiments available in literature. A detailed measurement of the channel migration phenomenon under steady currents is employed for the assessment of the integral performance of themodel. The two experimental results from U-tube tests are used to validate the model‘s ability in predicting oscillatory flows. Different time-marching schemes are employed for the morphological computation under unidirectional and oscillatory conditions. It is found that vortex motions within the trench play an important role in the trench development.  相似文献   

基于光谱分析的MODIS云检测算法的研究     

倪星航  齐华  肖利 《四川测绘》2008,31(1):30-33

在总结云、陆地、植被、水体等目标光谱特性以及云和不同目标间光谱差异的基础上,改进了一种下垫面多光谱云检测算法,并采用MODIS影响进行了试验.试验结果表明,此改进方法行之有效.  相似文献   

边缘检测在D-InSAR变形图中提取地表断裂带的应用     

佟国功  汤井田  李志伟  任小冲 《四川测绘》2008,31(2):54-58

利用Doris软件对伊朗Bam地震ENVISAT图像进行处理,得到InSAR差分干涉图并对InSAR差分干涉图进行了相位解缠;然后用几种边缘检测算法对解缠后的差分图进行边缘检测以提取地面断裂带的位置,最后对这几种边缘检测算法的检测结果进行了评价.  相似文献   

冰层厚度传感器及其检测方法   总被引：2，自引：0，他引：2       下载免费PDF全文

秦建敏  程鹏  秦明琪 《水科学进展》2008,19(3):418-421

水结冰和冰融化过程中的电阻、电容、温度物理参数与被检测冰表面以上的空气层或冰下水层的电阻、电容、温度有一定的差异,有些差异在数值上比较明显。基于这一特点,笔者提出了利用空气、冰与水的物理特性差异实现对冰层厚度及冰下水位接触式检测的新思路,对含有导电杂质的冰、冰-水混合物、水、空气的电阻、电容特性随温度的变化规律进行了初步分析,并得到冰的弱导电性质和冰与水的电容区间单调特性,据此提出了冰层厚度传感器结构及其冰厚检测原理,介绍了新型冰层厚度传感器在实践中的应用。  相似文献