Feasible numerical method for analysis of offshore pipeline in installation     

《Applied Ocean Research》2019

Feasible numerical method for a structural analysis of a pipeline configuration during the installation process is presented. The method considers the whole pipeline, which is partially suspended and partially laid-on a seabed, as a single continuous segment, and is valid for a complete range of laying angles between 0°–90°, i.e., valid for both S-lay and J-lay configurations. The method accounts for a pipeline–seabed interaction and the pipeline is modeled by means of nonlinear large deformation beam theory. The numerical solution is carried out in an incremental-iterative manner by following the actual pipeline installation process, and thus allowing efficient treatment of pipeline-seabed interaction circumventing the further complexities with contact detection. At each increment, the length of the pipeline is increased and new sequential equilibrium configuration is assessed by direct minimization of a total potential energy approximated as a Riemann sum, which yields algebraic system of nonlinear finite difference equations that is further solved by iterations with Newton-Raphson technique. The simplicity, flexibility and robustness of the proposed method allow to enhance the efficiency of engineering calculations and design. Accounting for a bending stiffness in a suspended part allows analyzing variations in laying angle and lay tension independently. The method convergence is validated and compared with Abaqus. The results are in an excellent agreement. Moreover, the comparison with Abaqus shows that for the selected parameters the assumption that the pipeline is inextensible and unshearable is very reasonable. Representative parametric study is conducted to demonstrate the feasibility of the method. Parametric study considers the effects of laying angle (0°–90°), lay tension, laying water depth (up to 3000 m) and seabed stiffness.  相似文献   

Response based design metocean conditions for a permanently moored FPSO during tropical cyclones: Estimation of greenwater risk     

《Applied Ocean Research》2019

Response based analysis (RBA) is used to establish the design metocean conditions (DMCs) of a generic weather-vaning FPSO off the North West Shelf (NWS) of Australia for determining greenwater severity. A vessel heading prediction tool, an essential component of the RBA analysis for weather-vaning vessels, is developed and evaluated by comparing with full-scale measurements from an operating FPSO. Locations at the bow, amidships and the stern of the vessel are found to be susceptible to greenwater risks and the vessel is often exposed to oblique waves during tropical cyclones. Long-term extrapolation is performed to estimate 1 in. N-year return relative wave-vessel motions represented by both the most probable maximum relative wave-vessel motion within a storm r_mp, and the maximum individual relative wave-vessel motion r_Max. It is observed that r_Max ˜ (1.1–1.2) r_mp. The use of r_Max allows for the variability of the short term maxima per storm and also the fact that the peak in response might not come in the most severe sea-state. Given the focus on greenwater rather than wave severity, the slightly larger value of r_Max at a given return period is used for assessment of greenwater risk. The sea-states that lead to r_Max at a 1 in 100 year level are identified and subsequently used for characterising the wave groups causing maximum relative wave-vessel motion at various locations around the vessel. For a given location, the shapes of the wave time histories which give rise to extreme relative wave-vessel motions in a set of design metocean conditions are similar, indicating that a ‘design wave’, derived within the framework of linear wave theory, may be a useful approach to tackle highly nonlinear and complex greenwater overtopping problems.  相似文献   

GF-4卫星不同成像状态下影像定位误差特性分析   总被引：1，自引：0，他引：1  

韩杰  谢勇  李慧娜  苗宝亮  石宏斌 《测绘通报》2019,(8):59-62,67

高分四号（GF-4）卫星作为我国高分对地观测系统中一颗高分辨率面阵成像的静止轨道卫星,其在不同成像状态下的影像几何定位精度一直是科研人员和应用部门所关注的。本文以谷歌地球数据为几何参考,通过对比GF-4卫星影像和谷歌地球影像上同名点位置信息,分析了GF-4卫星在凝视、俯仰、滚动成像状态下的影像定位特性。结果表明,单幅影像内部均出现了明显的系统误差,凝视成像过程中同一点位的影像定位误差波动较小,俯仰/滚动姿态影像定位误差与俯仰角/滚动角成正比关系。该结论可为地面数据处理部门和用户在数据校正和应用时提供参考。  相似文献   

基于多源数据的城市建设用地扩张时空特征分析——以佛山市顺德区为例     

符彦  王剑辉  张亚 《测绘通报》2019,(8):111-115

随着我国城市化进程的加快,城市建设用地规模进一步增加,同时带来交通拥堵、环境污染、绿地减少、城市热岛等城市问题。本文综合利用2015年地理国情普查数据、2011和2013年遥感数据,通过建立城市扩张强度指数,运用统计分析、空间聚类等方法,确定了顺德区建设用地在过去4年间年均增长率为1.8%,其中新城区的年均增长率超过14%;此外还发现主城区的扩展模式主要为填充式扩展,其中大良街道和勒流街道主要为工业园区的扩展,伦教街道主要为中央公园的扩展,容桂街道主要为物流园的扩展。  相似文献   

三峡水库引水工程秦巴段工程地质条件研究   总被引：12，自引：0，他引：12  

吴树仁  张永双  韩金良  石菊松  何锋  谭成轩 《地球学报》2006,27(5):487-494

在系统调查研究三峡引水工程秦—巴段区域地壳稳定性、活动断裂、工程地质条件和重大工程地质问题的基础上,根据三峡引水工程秦巴地区的工程地质条件及其差异性,初步将其分为六个工程地质区段,即:Ⅰ—四川盆地沉积岩区、Ⅱ—大巴山南麓弧形断褶区、Ⅲ—大巴山断裂较密集的岩溶发育区、Ⅳ—南秦岭断裂较少发育的中轻变质岩区、Ⅴ—秦岭造山带断裂密集发育的高变质岩区、Ⅵ—渭河盆地第四系堆积区。总体评价:Ⅰ和Ⅵ段工程地质条件较好,Ⅲ和Ⅴ段条件较差,重大工程地质问题较多。其中,主要的工程地质问题是岩爆、大变形和突水,特别是秦岭主峰附近可能发生强岩爆、大巴山区可能引发大规模岩溶突水值得高度重视。从区域地质环境、地壳稳定性、线路工程地质条件和主要工程地质问题等因素综合分析3条比选线路的差异,初步认为秦巴段三条输水线路以中线相对较好。  相似文献   

关于边界层阻力定律在非定常均匀条件下的推广     

赵鸣  黄新兵 《气象学报》1999,57(1):45-55

用自由大气实际风速取代地转风,得到了非定常均匀条件下阻力定律和边界层内参数的一些性质及相似性函数Ａ、Ｂ的特性。该方法和结果可应用于大气模式中的边界层参数化以及与相似性函数有关的一些研究。  相似文献   

吉林省松原地区1119年6 3／4级地震的发震构造条件   总被引：2，自引：0，他引：2  

李传友  张良怀 《中国地震》1999,15(3):237-246

１９９９年６ ３／４级地震是东北地区震级在的地震,目前对其发震构造背景缺乏深入的研究。本文从深部构造背景,浅层构造条件和深浅部构造关系等方面,对１１１９年地震的发震构造背景作了剖析。研究认为,本次地震的宏观震中位于扶余－前郭一带,地质构造上,该区处于松辽盆地中央凹陷和东南隆起的交接部位;深部构造背景上,该区是莫霍面起伏的拐点,存在北东向基底断鲜明和弱西向深部断裂,前者规模较大,晚新生代有弱活动,是  相似文献   

芙蓉山火山盆地富大铀矿成矿条件分析   总被引：2，自引：0，他引：2  

毛孟才 《铀矿地质》1999,15(5):271-278

芙蓉山火山盆地位于赣杭带东段,是一个典型的火山塌陷盆地,是华南寻找富大铀矿的重要靶区。本文论述了芙蓉山火山盆地区域地质背景及盆地地质特征,总结了该盆地富铀矿成矿特征,全面论述了该盆地形成富大铀矿的有利条件,指明其找矿前景  相似文献   

合成淀粉磷酸单酯影响因素的探讨     

邹丽霞  毛志深 《华东地质学院学报》1999,22(3):255-259

以木薯淀粉为原料,探讨了应用于造纸行业中具有一定取工的淀粉磷酸单酯合成的最佳工艺条件。  相似文献   

瑞利波勘探技术在开滦荆各庄矿的应用     

冼伟东 《煤田地质与勘探》1997,25(5):24-29

瑞利波勘探技术应用于煤矿地质,在生产中起到了重要的作用。开滦荆各庄矿应用瑞利波探测煤厚、构造、薄煤带等取得了较好的效果,使地质预测、预报由定性预测上升为定量预测,资料更加准确及时,能更好地为生产服务。   相似文献