共查询到20条相似文献，搜索用时 796 毫秒
1.
高分辨率层序地层学对河流相储层薄夹层的识别及其应用 总被引：2，自引：0，他引：2
在目前大多数主力油田已进入高含水期的形势下,分析河道砂内部建筑结构,了解剩余油分布规律,保持油田高产稳产已迫在眉睫。通过高分辨率层序地层学理论作为研究的平台,研究储层内部薄夹层的识别,因为储层内部的物性如孔隙度、渗透率、含油饱和度大小以及剩余油的分布与这些泥质薄夹层的空间分布有着很大的关系。利用高分辨率层序地层学理论,探讨薄夹层的成因及其识别,这对精细表征油藏地质特征,研究剩余油形成和分布,进而采取有效的工程措施都具有重要的地质意义。 相似文献
2.
KK型管节点是自升式平台桁架式桩腿中的一种管节点，其应力集中系数是影响桩腿疲劳寿命的重要参数。应力集中系数与管节点的几何形式密切相关，为分析KK型管节点应力集中系数对几何参数的敏感性，利用ANSYS软件对某KK型管节点进行几何参数化建模，利用有限元数值模拟方法对各工况下的热点应力进行分析，并分别计算各相应工况下的名义应力，然后将热点应力与名义应力相比得到不同几何参数下的热点应力集中系数。对计算结果进行整理分析，得到了KK型管节点应力集中系数对无量纲几何参数的敏感性规律。结果表明，应力集中系数与撑杆受力状态、管节点结构形式有关，在满足结构布置、建造工艺和其他安全性指标的前提下，分析结果能够为KK型管节点的结构设计和疲劳分析提供技术支撑。 相似文献
3.
Parametric study on offshore jacket launching 总被引：1，自引：0，他引：1
Platform structures are commonly utilized for various purposes including offshore drilling, processing and support of offshore operations. Jacket type structures are attractive in relatively shallow water regions. A jacket is a supporting structure for deck facilities stabilized by leg piles through the seabed. The size of a jacket is dependent on deck size, pile dimensions and environmental loads. In a jacket design, operational and environmental loads are very important and must be investigated intensively to secure the stability of structures during their operation life, and installation phase as well. To confirm the stability, several analyses including in-place, fatigue, dynamic, load-out, transportation, lifting, and launching are performed. As the jacket weight and dimensions become large, a launching technique is applied to install the jacket. The launching analysis needs to consider quite a number of parameters including environmental conditions, launch barge specification, ballast, trim angle, local member integrity, etc. Due to the complexity of the operation, there is not a straightforward guideline or procedure for analysis. In this paper, a general procedure for analysis with various conditions and launching criteria are discussed and investigated. The effects of parameters are closely examined by numerical modeling. 相似文献
4.
V.G. Idichandy Nitindra R. Joglekar Subroto Kumar Bhattacharyya 《Ocean Engineering》1985,12(2):161-176
The structural performance of a launch barge in load-out and launching of an offshore steel jacket is the crucial criterion of its designs. The overall bending of the hull girder subjected to the design load form the main theme of the study. In this paper, approach of physical modelling has been adopted to study the problem in the content of a case study which is oriented to establish, in general terms, the model design principles, the role of similitude and the simulation of the various loading cases. With considerable sophistication of the techniques of experimental stress analysis, large scale problems (of which the present study is an example in the area of offshore structures) can be efficiently tackled. It is seen that such experimental approach can efficiently serve as an adjunct to computational model, in addition to the visual qualities of this approach which is of much interest to the practising engineer. 相似文献
5.
Shuyun Xie Qiuming Cheng Qicong Ling Bing Li Zhengyu Bao Ping Fan 《Marine and Petroleum Geology》2010
The petrophysical evaluation of the reservoir capacity is of great importance in predicting the reserves and productivity of petroleum fields, which may directly affect petroleum exploration. In the past, such kind of evaluation was mainly based on the experimental measurements of the petrophysical porosity and permeability of reservoir rock samples. Assessing quantitatively the microstructures of carbonates, including irregularities of pore shapes and frequency distributions of pore sizes, is becoming one of the most challenging efforts in pore-scale analysis. Based on the digital analyses of the two-dimensional images from thin sections taken under the environmental scanning electron microscope (ESEM) at various magnification scales, the current paper tries to quantify the pore spaces of carbonate samples by fractal and multifractal methods, which have been demonstrated to be effective. The study area is located in the western Hubei and eastern Sichuan, China. As many as 25 carbonate samples from various members in five formations of the Permian-Triassic periods and 132 ESEM images were chosen in this study. All individual pores had been recognized, and their areas and perimeters had been calculated as well. The box-counting fractal dimensions and four major multifractal parameters associated with the multifractal spectra are used. The results show that the values of the petrophysical porosity and permeability are closely related to the box-counting dimensions and the multifractal parameters, which demonstrates that the textural arrangements of the pores control the porosity and permeability to a certain extent. There is also a link between the reservoiring capabilities of different formations and the fractal and multifractal parameters. The reservoiring capability assessment result is in agreement with the field research analysis. 相似文献
6.
径流和潮汐对长江口盐水入侵影响数值模拟研究 总被引：6，自引：0，他引：6
影响长江口盐水入侵的主要动力要素是上游径流和外海潮汐.利用盐度实测资料验证了平面二维盐度数学模型.结果表明,实测资料和模拟结果相符,在此基础上进行了4种不同水文组合的模拟计算.通过计算结果分析,取得了长江口地区盐水入侵平面分布的基本规律. 相似文献
7.
LNG低温复合软管结构复杂,且在运行时受风、浪、流等多种载荷联合作用,其在超低温环境下的力学性能直接关系到其能否安全运行。首先参考江苏某软管公司生产的4英寸LNG低温复合软管,建立软管精细化有限元模型,接着对软管在拉伸、扭转两种轴对称载荷作用下的力学性能进行研究,最后就软管结构尺寸对其力学性能的影响展开分析。结果表明：在拉伸及扭转载荷作用下,不同层芳纶布以及同层芳纶布不同材料主方向在对应波峰、波谷处的受力情况不同。芳纶布铺设角度、芳纶布铺设层数、钢丝螺距以及钢丝直径对复合软管力学性能影响显著,分析相应的灵敏度规律从而对结构尺寸做出调整。研究成果可以为LNG低温复合软管的结构设计提供参考。 相似文献
8.
A new wave energy dissipation structure is proposed, aiming to optimize the dimensions of the structure and make the reflection of the structure maintain a low level within the scope of the known frequency band. An optimal extended ANFIS model combined with the wave reflection coefficient analysis for the estimation of the structure dimensions is established. In the premise of lower wave reflection coefficient, the specific sizes of the structure are obtained inversely, and the contribution of each related parameter on the structural reflection performance is analyzed. The main influencing factors are determined. It is found that the optimal dimensions of the proposed structure exist, which make the wave absorbing performance of the structure reach a perfect status under a wide wave frequency band. 相似文献
9.
用绝热表层风海流模式,以1949～1979年COADS资料,研究北太平洋表层风海流及相应水位场随季节变化的特点、某些特定年表层风海流的异常。模式采用二次动量守恒的有限差分方法,保证了计算稳定性。在数值积分中考虑了陆界、水界条件和近岸地形对风海流及水位场的影响。计算表明:模式反映了北太平洋主要流系的季节变化规律,能较敏感地反映上层海洋对大气动力作用的响应。给出了北太平洋主要流系的强弱与黑潮大弯曲的对应关系。 相似文献
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11.
A finite element model is set up and experimental tests are performed to help understand the behavior of a concrete canoe and subsequently optimize its design. First, the performance criteria that must be satisfied to participate at the annual ASCE/Master Builders competition are described. Then, the finite element model and the different loading cases that were studied are presented. Results from these loading cases are discussed and used to optimize the material properties as well as the thickness of the hull and the dimensions of the gunwale and reinforcing ribs. Static and dynamic experimental tests were also conducted to validate the results of the finite element analyses. The results indicate that the main stresses and strains are caused by the static load cases. The additional stresses caused during races are small. 相似文献
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13.
Resistance and propulsion characteristics of various commercial ships based on CFD results 总被引：2，自引：0，他引：2
This paper uses computational tools to examine the speed performance of various types of commercial ships including resistance and propulsion characteristics. Eight commercial ships built in the last decade were selected for the study. They include four large-sized container carriers, one bulk carrier, one VLCC, and two LNG carriers. The Reynolds averaged Navier-Stokes equation has been utilized, and the computations were executed under the same conditions of the model tests to predict the speed performance, i.e., resistance and self-propulsion. The self-propulsion point was obtained from load-varying tests. The speed performance was predicted based on the model-ship performance analysis method of the revised ITTC’78 method. The limiting streamlines on the hull, wave characteristics around the model ship, and the wake characteristics on the propeller plane were also investigated. After completing the computations, a series of model tests were conducted to evaluate the accuracy of the computational predictions. The predictions clearly reveal the differences in the resistance and propulsion characteristics regarding the various types of commercial ships, and may be applicable to hull-form design. 相似文献
14.
Estimation of ship motions using closed-form expressions 总被引：1，自引：0，他引：1
A semi-analytical approach is used to derive frequency response functions for the wave-induced motions for monohull ships. The results are given as closed-form expressions and the required input information for the procedure is restricted to the main dimensions: length, breadth, draught, block coefficient and water plane area together with speed and heading. The formulas make it simple to obtain quick estimates of the wave-induced motions and accelerations in the conceptual design phase and to perform a sensitivity study of the variation with main dimensions and operational profile. 相似文献
15.
深海油气田水下生产系统装备之间的精准连接是国际公认的技术难题,对接一般通过深海连接器完成。弹性夹头是水下连接器的重要组成部分,其性能关系到海洋油气生产系统的安全性和可靠性。弹性夹头的主要作用是在水下机器人的辅助下连接和锁紧连接器的固定端和移动端。采用ABAQUS软件的显式动力学分析模块计算夹头夹紧心轴这一过程中的应力、反作用力状态。三维模型仿真结果表明,锁紧过程中弹性夹头的最大应力不超过430 MPa,小于所选取的材料屈服强度480 MPa。采用正交试验和方差分析的方法研究夹头的长度、夹头与心轴的间隙等几个关键尺寸从而分析影响夹头应力和连接所需推力的最显著因素。对夹头的结构进行优化设计,同时也为夹头心轴结构的设计提供了理论依据。最后,通过试验研究对样机进行测试,测试结果表明,夹紧动作所需的最大推力在700 N以下。 相似文献
16.
From the experimental studies in recent years, it has become known that when a wave breaks directly on a vertical faced coastal structure, high magnitude impact pressures are produced. The theoretical and experimental studies show that the dynamic response of such structures under wave impact loading is closely dependent on the magnitude and duration of the load history. The dynamic analysis and design of a coastal structure can be succeeded provided the design load history for the wave impact is available. Since these types of data are very scarce, it is much more convenient to follow a method which is based on static analysis for the dynamic design procedure. Therefore, to facilitate the dynamic design of a vertical plate that is exposed to breaking wave impact, a multiplication factor called “dynamic magnification factor” is herein presented which is defined as the ratio of the maximum value of the dynamic response to that found by static analysis. The computational results of the present study show that the dynamic magnification factor is a useful ratio to transfer the results of static analysis to the dynamic design of a coastal plate for the maximum impact pressure conditions of pmax/γH0≤18. 相似文献
17.
舟山册子岛-镇海段海底原油管道连续多年监测数据显示,局部海床冲刷较为严重,管道多处裸露、悬空,对工程安全构成威胁。基于Delft3D建立杭州湾口二维水流泥沙数学模型,并利用实测潮位、流速、流向及悬沙质量浓度资料对模型进行率定与验证,进而模拟分析近年来人为开发活动对海底管道附近海床冲淤变化的影响。分析结果表明,新泓口围垦工程和金塘大桥工程对管线镇海登陆段海床冲刷影响较大,金塘大桥桥墩阻水作用加剧了管线深槽边坡西半段海床的冲刷,另外管线深潭延伸东半段的海床冲刷与金塘大桥主通航孔密切相关。 相似文献
18.
据１９８４年５月至１９８５年２月调查资料，计算了该水体中二氧化碳体系各分量的含量，研究了它们与ｐＨ，ＨＣＯ＾－３／ＣＯ＾２－３，Ａｌｋ，ＤＩＮ，ＰＯ＾３－４－９，Ｃｈｌ－ａＤＯ，Ｓ，ｔ等环境因子的相关性。结果表明ＰＣＯ３，ＣＯ２（Ｔ），ＨＣＯ＾－３，ＣＯ＾２－３与ｐＨ，ＨＣＯ＾－３／ＣＯ＾２－３呈极显著的线性相关；ＨＣＯ＾－３，ＣＯ＾２－３ΣＣＯ２与Ａｌｋ也呈非常显著的线性相关。 相似文献
19.
The paper presents an approach to investigate the effects of some parameters on seakeeping assessment of fast ships in conceptual design stage. Hull form parameters have been classified into two groups: main dimensions (L, B and T) and secondary form parameters (LCB and CP). To demonstrate the approach a fast ship is redesigned as parent hull and alternative hull forms are generated by changing these parameters systematically. Some hull forms are selected related the geometric limits and seakeeping analyzes are here investigated and discussed. The obtained results are satisfactory for seakeeping predictions during the conceptual design stage. 相似文献