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以辽河盆地西部凹陷某试验区于楼油层为例,综合7口取心井岩心、镜下薄片和分析测试资料,400口井测井资料以及工区地震资料,在建立高分辨率等时地层格架和确定沉积相类型的基础上,划分沉积微相,刻画不同沉积微相发育特征,同时分析了沉积微相对开发的影响。通过岩性、层理构造、泥岩颜色、化石特征和粒度概率曲线等相标志,确定研究区目的层为扇三角洲前缘沉积,物源呈北西-南东和南北向,可划分为水下分流河道、河口沙坝、水下分流河道间砂、水下分流河道间泥和前缘席状砂等5种沉积微相。储层以水下分流河道、水下分流河道间砂沉积为主。自底部的单层yII36b至顶部的单层yI11a,目的层整体上为向上逐渐变粗的反旋回特征。河道宽200~300m,长度可达数百米,砂体数量多,规模小。受水下分流河道的频繁分流改道,砂体相互切叠,储层非均质性强烈。蒸汽驱热采时应该充分考虑单砂体沉积微相空间组合模式和平面展布规律。 相似文献
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本文重点讨论热带海岛环境下混凝土在腐蚀介质中的腐蚀机理，探讨腐蚀与材料之间的关系。应用数理统计方法，得出混凝土在腐蚀前后各项参数变化的相关关系。利用扫描电子显微镜对混凝土试样作显微观察分析，从微观上掌握混凝土腐蚀的机理并提出一些反腐蚀方法和措施。试图证明使用抗硫酸盐水泥、珊瑚礁砂屑、海水拌制混凝土在海岛工程建设中有较大社会效益和经济效益。以上结果具有一定的实用和科学意义 相似文献
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金湖凹陷阜三段沉积相分析 总被引：3，自引：0，他引：3
根据岩心微相、砂体剖面层序和砂体平面展布分析,对金湖凹陷阜三段沉积微相进行了研究,研究表明整个凹陷共发育了3个三角洲垛体,其中源于张八岭隆起和建湖隆起的水系在西斜坡形成了广布型的三角洲前缘沉积,另2个位于卞闵杨地区和在宝应地区,三角洲前缘相带分异比较明显,由三角洲前缘的水下分流河道-河口砂坝变为前缘席状砂和前三角洲。水下分流河道和河口砂坝砂体相互连接,形成厚度较稳定的三角洲前缘复合体,加之临近生油层,三角洲前缘砂体具有较大的勘探潜力。 相似文献
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高邮凹陷阜三段沉积相分析 总被引：3，自引：2，他引：3
张金亮 《中国海洋大学学报(自然科学版)》2002,32(4):591-596
根据岩心微相分析、砂体形态和测井剖面对比分析 ,对阜三段各亚段的沉积微相进行了研究 ,掌握了沉积微相的时空展布和变化规律。在三角洲前缘发育区 ,由东北向西南方向 ,相带分异比较明显 ,由三角洲前缘的水下分流河道 -河口砂坝变为前缘席状砂和前三角洲及较深水湖泊相沉积。水下分流河道和河口砂坝砂体相互连接 ,形成厚度较稳定的三角洲前缘复合体 ,储油物性较佳。 相似文献
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新近系明化镇组下段(明下段,N1ml)为黄河口凹陷BZ34油区的主力含油层段,该时期主要发育河控型浅水三角洲前缘沉积。为更好地表征前缘砂体的结构特征及展布规律,以BZ34油区明下段Ⅱ油组为例,综合应用岩芯、地震属性和测井等资料,分析总结了该地区的砂体沉积类型、砂体结构及沉积模式。研究结果表明：BZ34油区明下段Ⅱ油组砂体以浅水三角洲前缘水下分流河道为主;依据测井形态和叠置关系,将其砂体结构类型划分为4种：块状切叠型河道、层状叠置型河道、层状孤立型河道和指状孤立型河道;砂体结构展布特征及成因主要受古地形、沉积物供给速率、基准面旋回和古气候等因素影响。BZ34油区的水下分流河道沉积,具有垂向上交错叠置、平面上摆动连片的分布特征,与鄱阳湖现代河控浅水三角洲河道的沉积特征类似。该研究对BZ34油区后期部署加密调整井和剩余油挖潜工作具有指导意义。 相似文献
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厄瓜多尔Oriente盆地南部区块沉积特征 总被引：3，自引：0，他引：3
通过构造演化和地层发育特征分析,将厄瓜多尔Oriente盆地南部区块Napo组划分为4个层序。根据岩心中的潮汐层理、羽状交错层理、冲洗交错层理、具有大量贝壳等特征,识别研究区具有潮坪沉积环境。针对其沉积坡度缓,碎屑岩和碳酸盐岩互层沉积的特点,建立了缓坡混积陆棚边缘的沉积相模式,认为Oriente盆地南部区块Napo组发育有海岸平原、潮坪、局限台地和混积陆棚相。相序的垂向组合和平面迁移受海平面升降的控制,指出潮坪砂岩主要出现在各层序的陆架边缘体系域,水下浅滩砂岩出现在海侵体系域。从沉积角度看,潮汐水道砂体是最好的储层砂体。 相似文献
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Response of skirted suction caissons to monotonic lateral loading in saturated medium sand 总被引：2，自引：1，他引：1
Monotonic lateral load model tests were carried out on steel skirted suction caissons embedded in the saturated medium sand to study the bearing capacity. A three-dimensional continuum finite element model was developed with Z_SOIL software. The numerical model was calibrated against experimental results. Soil deformation and earth pressures on skirted caissons were investigated by using the finite element model to extend the model tests. It shows that the ＂skirted＂ structure can significantly increase the lateral capacity and limit the deflection, especially suitable for offshore wind turbines, compared with regular suction caissons without the ＂skirted＂ at the same load level. In addition, appropriate determination of rotation centers plays a crucial role in calculating the lateral capacity by using the analytical method. It was also found that the rotation center is related to dimensions of skirted suction caissons and loading process, i.e. the rotation center moves upwards with the increase of the ＂skirted＂ width and length; moreover, the rotation center moves downwards with the increase of loading and keeps constant when all the sand along the caisson＇s wall yields. It is so complex that we cannot simply determine its position like the regular suction caisson commonly with a specified position to the length ratio of the caisson. 相似文献
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本文基于雷诺平均的Navier-Stokes方程和k-ε模型求解湍流流动,采用流体体积法(Volume of Fluid,VOF)追踪自由表面运动,建立无反射波浪数值水槽,对多消浪室开孔沉箱的消浪特性进行数值模拟研究。将单消浪室和多消浪室开孔沉箱反射系数和结构前波面分布的数值分析结果与物理模型试验结果进行对比验证,两者符合良好。利用数值算例,研究多消浪室开孔沉箱的反射特性以及开孔结构附近的速度场和湍流强度分布。分析结果表明:波浪与开孔沉箱相互作用时,涡旋和湍动主要分布在开孔墙和消浪室内部自由表面附近;与单消浪室开孔沉箱相比,多消浪室开孔沉箱可以更有效的耗散波浪能量,降低结构的反射系数。本文分析结果可为开孔沉箱结构的工程设计提供参考依据。 相似文献
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An investigation into the prediction method for internal solitary waves (ISWs) loads on the columns and caissons of the semi-submersible platform found on three kinds of internal solitary wave theories and the modified Morison Equation is described. The characteristics of loads exerted on the semi-submersible platform model caused by the ISWs have been observed experimentally, and the inertial and drag coefficients in Morison Equation are determined by analyzing the forces of experiments. From the results, it is of interest to find that Reynolds number, KC number and layer thickness ratio have a considerable influence on the coefficients. The direction of incoming waves, however, is almost devoid of effects on the coefficients. The drag coefficient of columns varies as an exponential function of Reynolds number, and inertia coefficient of columns is a power function related to KC number. Meanwhile, the drag coefficient of caissons is approximately constant in terms of regression analysis of experimental data. The results from different experimental conditions reveal that the inertia coefficient of caissons appears to be exponential correlated with upper layer depths.
相似文献14.
Ａｎｏｐｅｎｃｅｌｌｕｌａｒｃａｉｓｓｏｎｂｒｅａｋｗａｔｅｒ￥ＬｉＹａｎｂａｏａｎｄＺｈａｎｇＸｉａｏｍｉｎｇ（ＲｅｃｅｉｖｅｄＪｕｌｙ１５，１９９５；ａｃｃｅｐｔｅｄＳｅｐｔｅｍｂｅｒ１，１９９５）Ａｂｓｔｒａｃｔ：Ａｎｏｐｅｎｃｅｌｌｕｌａｒｃ... 相似文献
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A series of model tests were performed on steel- and Perspex-made suction caissons in saturated dense marine sand to explore installation and extraction behaviors. The extractions of the caisson were conducted by applying monotonic loading or by pumping water into the caisson. Responses of suction caissons to pullout rates, aspect ratios, and extraction manners were examined. Test results show that a cone-shaped subsidence region occurs around the suction caisson during the suction-assisted installation. The pullout bearing capacity of the suction caisson in sand is dominated by the loading rate and the loading manner. For the suction caisson subjected to monotonic loading, the maximum bearing capacity is reached at the pullout rate of about 20.0?mm/s. The mobilized vertical displacement corresponding to the pullout capacity increases with increasing the pullout rate. The passive suction beneath the suction caisson lid reaches the maximum value when the pullout bearing capacity is mobilized. In addition, during the suction caisson extracted by pumping water into the caisson, the maximum pore water pressure in the caisson is obtained under the displacement of approximately 0.04 times the caisson diameter. The absolute values of the maximum pore water pressures for the suction caissons approximately equal those of the maximum vertical resistances at the monotonic pullout rate of 5 mm/s. When the vertical displacements of the suction caissons with the aspect ratio of 1.0 and 2.0 reach 0.92 and 1.77 times the caisson diameter, respectively, the seepage failure occurs around the caissons. Using a scaling method, the test results can be used to predict the time length required for the prototype suction caisson to be extracted from the seabed. 相似文献
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A series of model tests were conducted on Perspex-made suction caissons in saturated dense marine sand to study the sand plug formation during extraction. Suction caissons were extracted by pullout loading or by pumping air into the suction caisson. Effects of the pullout rates, aspect ratios and loading ways (monotonic or sustained) on the pullout capacity, and plug formation were investigated. It was found that the ultimate pullout capacity of the suction caisson increases with increasing the pullout rate. The sand plug formation under the pullout loading is significantly influenced by the pullout rate and the loading way. When the suction caisson is extracted at a relatively slow rate, the general sand boiling through the sand plug along the inner caisson wall occurs. On the contrary, the local sand boiling will occur at the bottom of the suction caisson subjected to a rapid monotonic loading or a sustained loading. Test results of the suction caisson extracted by pumping air into the caisson show that the pressure in the suction caisson almost follows a linear relationship with the upward displacement. The maximum pressures for suction caissons with aspect ratios of 1.0 and 2.0 during extraction by pumping air into the caisson are 1.70 and 2.27 times the maximum suction required to penetrate the suction caisson into sand. It was found that the sand plug moves downward during extraction by pumping air into the caisson and the variation in the sand plug height is mainly caused by the outflow of the sand particles from the inside of the suction caisson to the outside. When the suction caisson model is extracted under the pullout rate of 2?mm/s (0.28?mm/s for the prototype), the hydraulic gradient along the suction caisson wall increases to the maximum value with increasing the penetration depth and then reduces to zero. On the contrary, when extracted under the pullout rate of 10?mm/s (1.4?mm/s for the prototype), the hydraulic gradient along the suction caisson wall increases with increasing the pullout displacement. When extracted by pumping air into the caisson, the hydraulic gradient reaches the critical value, and at the same time, the seepage failure occurs around the suction caisson tip. 相似文献
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A hierarchical real-time control architecture for a semi-autonomous underwater vehicle 总被引：1，自引：0，他引：1
This paper describes a real-time control architecture for Dual Use Semi-Autonomous Underwater Vehicle (DUSAUV), which has been developed at Korea Research Institute of Ships and Ocean Engineering (KRISO) for being a test-bed of development of underwater navigation and manipulator technologies. DUSAUV has three built-in computers, seven thrusters for six DOF motion control, one 4-function electric manipulator, one ballasting motor, built-in power source, and various sensors. A supervisor control system with GUI and a multi-purpose joystick is mounted on the surface vessel and communicates with vehicle through a fiber optic link. Furthermore, QNX, one of real-time operating system, is ported on the built-in control and navigation computers for real-time control purpose, while Microsoft OS product is ported in the supervisor computer for GUI programming convenience. A hierarchical control architecture, which consists of application layer, real-time layer and physical layer, has been developed for efficient control system of above complex underwater robotic system. The experimental results with implementation of the layered control architecture for various motion control of DUSAUV in an ocean engineering basin of KRISO is also presented. 相似文献
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A force action caused by the generation of internal waves in the vicinity of a density jump layer in a marine medium and exerted on underwater obstacles streamlined by a two-layer flow has been studied as part of a theoretical model. A horizontal element of an engineering structure, for example, a transport pipeline, which is modeled by a point dipole, is selected as an underwater obstacle. The integral representations for the wave resistance and the lift force are obtained. The characteristic features of variation in the hydrodynamic reactions to the streamlined obstacle, as well as the conditions of their significant intensification are revealed. 相似文献
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Matiur Rahman 《Ocean Engineering》1987,14(1)
An approximate analytical analysis is demonstrated in this research note to obtain the approximate wave forces on rectangular caissons fixed vertically on the sea-bed. A data plot has been depicted to show the effect of linear forces for the case of rectangular caissons and that for the case of square caissons. 相似文献
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High-pile and beam-slab quays have been widely used after several years development.They are mature enough to be one of the most important structural types of wharves in China coastal areas. In order to accommodate large tonnage vessels, wharves should be constructed in deep water gradually. However, conventional high-pileand beam-slab structures are hard to meet the requirements of large deep-water wharf.According to arch''s stresscharacteristics, a new type of wharf with catenary arched longitudinal beams is presented in this paper. The new wharf structure can make full use of arch''s overhead crossing and reinforced concrete compression resistance, improve the interval between transverse bents greatly, and decrease underwater construction quantity. Thus, the construction cost cab be reduced. Take the third phase project of the Yangshan Deep-water Port for example, comparative analysis on catenary arched longitudinal beams and conventional longitudinal beams has been made. The result shows that with the same wharf length and width, the same loads and same longitudinal beam moment, catenary arch structure can improve the interval between bents up to 28 m, decrease the number of piles and underwater construction quantity. 相似文献