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在海洋油气开发中,水下节流阀作为水下生产系统的重要组成部分,用于调节生产单元的流量,冲蚀是其主要失效因素之一,因此研究水下节流阀冲蚀失效的影响机理尤为重要。以某笼套式角型水下节流阀为研究对象,建立了水下节流阀的三维流体域模型,采用ANSYS Fluent的标准k-ε湍流模型、DPM离散相模型和Generic冲蚀模型进行了不同开度下的流场数值模拟计算和冲蚀分析,研究了流场环境参数对冲蚀的影响。对水下节流阀流场数值模拟结果进行分析,得到了水下节流阀流场内流速、压力的分布规律。对不同开度下水下节流阀的冲蚀数值模拟结果进行分析,发现节流孔处是冲蚀最为严重区域,得到了冲蚀率随开度的变化曲线。对不同流场环境参数下水下节流阀的冲蚀数值模拟结果进行分析,得到了最大冲蚀率和最大冲蚀深度随流场环境参数的变化规律。根据数值模拟的分析及结论可以对水下节流阀结构进行改进,并在油气生产中对流场环境参数进行控制,提高海洋油气开发的经济效益。 相似文献
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长江口正压、斜压诊断及斜压预报模式--三维流场数值模拟 总被引：1，自引：0，他引：1
建立了σ坐标系下长江口正压、斜压诊断及斜压预报模式三维流场数学模型,采用k-kl二方程紊流闭合模型求解垂向涡粘系数。通过正压模式与斜压诊断模式、斜压诊断模式与斜压预报模式流场模拟结果的定量比较,说明了各种模式对长江口流场模拟精度影响的程度,推荐了长江口流场数值模拟采用的模式。 相似文献
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针对阶段流作用下的大长细比海洋立管涡激振动试验所需的外流条件,根据实验室的基本情况,对试验流场进行了设计改造和数值模拟。根据数值模拟的结果,选定了试验流场的改造方案,并对改造后测得的试验数据和数值模拟的结果进行了对比分析。结果表明:在低流速时,模拟结果与试验流速吻合较好;在高流速时,数值模拟结果比试验流速略大。在误差允许的范围内,可以得到均匀分布的流场。 相似文献
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徐六泾控制节点污染物运移轨迹模拟 总被引：3，自引：0，他引：3
对三维多功能动力-生态耦合模式(COHERENS)进行二次开发,运用"网格冻结法"实现了漫滩和露滩过程中的干湿交替,突破其为固定边界和限制水深的局限,使COHERENS模式成功应用于长江口浅滩过程的模拟。对潮位和水流流速的模拟结果进行了较好地验证。在斜压流场的基础上对示踪颗粒拉格朗日运移进行追踪,对污染物欧拉输运进行数值模拟。以徐六泾控制节点横断面设置颗粒示踪子和污染物排放点,对排放的悬浮颗粒物质和溶解性污染物的运动轨迹和特征进行了模拟和比较分析,给出了模拟期间的流场特征和污染物输移规律。 相似文献
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两种湍流模型在潮流能水轮机数值模拟中的适用性研究 总被引：1，自引：0，他引：1
在对特定湍流条件下的水平轴潮流能水轮机进行数值模拟时,不同的湍流模型对于计算结果具有一定的影响。为选择合适的湍流模型对所设计水轮机的三维流场进行描述,将采用常用的两方程模型(SSTk-ω与Realizable k-ε)进行数值模拟,得到不同工况下水轮机的性能参数以及水轮机后1.5D处流场的流速、湍流强度分布情况,并进行模型水槽试验,试验值与采用两种湍流模型进行数值模拟得到的仿真值对比表明:在低尖速比工况下,采用SSTk-ω进行数值模拟得到的仿真值比Realizable k-ε更接近试验值,在较高尖速比时,采用Realizable k-ε进行模拟得到的数值更接近试验值;采用两种湍流模型进行数值模拟得到的速度分布具有相似性,但对于湍流强度的预测,SSTk-ω更具有优势。考虑此水轮机的实际工况,选择SSTk-ω湍流模型进行描述更加合理。 相似文献
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为深入认识深海溢油输运过程和提高深海溢油事故的应急响应能力,文章以2010年墨西哥湾“深水地平线”事故为例,采用深海溢油输移扩散模型,以三维流场和海面风场为主要环境动力,数值模拟溢油深海泄漏后的浮射扩散、水体中输移扩散以及在风场和流场共同作用下在海面上输移扩散的全过程,同时模拟实施海底消油剂喷注处理措施后溢油输移轨迹和扩散范围的变化。研究结果表明：数值模拟结果与相关报道的悬浮油带实际观测结果以及美国国家海洋与大气管理局的海水异常遥感监测结果总体相符,可为更加全面和精细的深海溢油输移扩散数值模拟研究奠定良好的基础。 相似文献
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LI Yucheng CHEN Bing LAI Guozhang Professor Dept. of Civil Engineering Dalian University of Technology Dalian P. R. China.Ph. D. Candidate Dept. of Civil Engineering Dalian University of Technology Dalian P. R. China.Professor Dept. of Engineering Mechanics Dalian University of Technology Dalian P. R. China. 《中国海洋工程》1998,(2)
A three-step finite element method(FEM)together with Large Eddy Simulation(LES)is ap-plied to incompressible turbulent flow around seabed pipelines at relatively high Reynolds numbers.Bothtwo-dimensional and three-dimensional numerical simulation is carried out to determine thethree-dimensional effect.The results of numerical simulation agree quite well with the wave forces actingon pipeline models measured in physical model test. 相似文献
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本文基于2001年4月东中国海区域实测水文资料,应用三维有限元模式FEOM(Finite Element Ocean Model)对东中国海三维环流系统进行了数值计算分析。模式水平网格系统采用单节点线性三角形网格,垂向使用z坐标,观测温、盐度场通过客观分析法插值得到初始条件,分别进行了诊断计算和强诊断计算,计算结果表明:(1)改进逆方法可以很好地反演研究区域流函数和流量分布,为数值模拟提供优质可靠的开边界条件。(2)有限元模式在网格自由度方面和对研究区域的完整覆盖方面优势明显,高分辨率的垂向z坐标也可以较好地拟合海底地形,从而得到较高分辨率的三维数值模拟结果。(3)通过诊断计算,模拟再现了东中国海春季环流的多涡结构,分辨出了台湾暖流、黄海沿岸流、黄海暖流等流系。(4)比较诊断与强诊断两个计算结果,它们在定性上较为一致,在定量上有些差别,总体分布强诊断计算结果更为合理。 相似文献
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为探索海底管道在锚击作用下的损伤规律,通过海底管道损伤试验和数值模拟,研究了坠物质量、坠落高度和坠物形状对海底管道机械损伤的影响,并结合试验结果修正了Ellinas-Wallker公式。研究结果表明:管道的凹陷损伤随坠物质量和坠落高度的增大而变大;在相同质量的立方体、球体和模型锚三种形状坠物作用下,球体坠物对管道的损伤最严重;EllinasWallker公式计算结果偏于保守,修正后计算结果与试验和数值模拟结果吻合良好。研究结果可以为海底管道的工程设计及应用提供一定的参考。 相似文献
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基于二次开发开源计算流体力学(CFD)软件包Open FOAM中的非稳态不可压缩两相流求解器inter Foam建立数值模型,增加了基于方向谱的三维造波边界和吸收边界,成功模拟了三维多向畸形波过程。通过与模型试验波面和目标谱对比,验证了数值模型模拟三维多向畸形波的有效性。另外,分析了网格尺度和柯朗数对模拟结果的影响,并使用连长统计和SIWEH两种方法分析了包含畸形波波列的群性。研究结果表明:在本研究范围内,网格尺度设置0.02 m×0.01 m×0.02 m,最大柯朗数选择0.25,模拟出的三维畸形波效果最好;从能量角度描述畸形波的群性更为合理。 相似文献
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应用切割单元法对海底管道局部冲刷数值模拟 总被引：1，自引：0，他引：1
采用SIMPLEC算法的有限体积法,求解非定常流动的N-S方程,采用k-ω紊流模型,通过模拟均匀无粘性推移质的冲刷和淤积,得到海底管道由搁置在海床上的状态变为悬跨状态这一过程的管道周围局部海床冲刷情况,建立了海底管道局部冲刷的二维数值模型。海底管道从搁置在底床上到冲刷悬空的过程中,管道周围的空间产生了拓扑变化,这给采用贴体网格并在计算过程中进行网格重构的传统方法带来了很大困难,而采用切割单元法,把物体轮廓从静止的背景直角坐标结构化网格中切割出去,计算过程中不需要传统意义的网格重构过程。数值模型预测的海底管道周围局部冲刷结果与Mao的物理模型实验实测结果及Liang和Cheng等的数值模拟结果符合较好,验证了模型的准确性。 相似文献
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An integrated dynamic model of China’s deep ocean mining system is developed and the fast simulation analysis of its longitudinal reciprocating motion operation processes is achieved. The seafloor tracked miner is built as a three-dimensional single-body model with six-degree-of-freedom. The track-terrain interaction is modeled by partitioning the track-terrain interface into a certain number of mesh elements with three mutually perpendicular forces, including the normal force, the longitudinal shear force and the lateral shear force, acting on the center point of each mesh element. The hydrodynamic force of the miner is considered and applied. By considering the operational safety and collection efficiency, two new mining paths for the miner on the seafloor are proposed, which can be simulated with the established single-body dynamic model of the miner. The pipeline subsystem is built as a three-dimensional multi-body discrete element model, which is divided into rigid elements linked by flexible connectors. The flexible connector without mass is represented by six spring-damper elements. The external hydrodynamic forces of the ocean current from the longitudinal and lateral directions are both considered and modeled based on the Morison formula and applied to the mass center of each corresponding discrete rigid element. The mining ship is simplified and represented by a general kinematic point, whose heave motion induced by the ocean waves and the longitudinal and lateral towing motions are considered and applied. By integrating the single-body dynamic model of the miner and the multi-body discrete element dynamic model of the pipeline, and defining the kinematic equations of the mining ship, the integrated dynamic model of the total deep ocean mining system is formed. The longitudinal reciprocating motion operation modes of the total mining system, which combine the active straight-line and turning motions of the miner and the ship, and the passive towed motions of the pipeline, are proposed and simulated with the developed 3D dynamic model. Some critical simulation results are obtained and analyzed, such as the motion trajectories of key subsystems, the velocities of the buoyancy modules and the interaction forces between subsystems, which in a way can provide important theoretical basis and useful technical reference for the practical deep ocean mining system analysis, operation and control. 相似文献
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The three-dimensional numerical model with σ-coordinate transformation in the vertical direction is applied to the simulation of surface water waves and wave-induced laminar boundary layers. Unlike most of the previous investigations that solved the simplified one-dimensional boundary layer equation of motion and neglected the interaction between boundary layer and outside flow, the present model solves the full Navier–Stokes equations (NSE) in the entire domain from bottom to free surface. A non-uniform mesh system is used in the vertical direction to resolve the thin boundary layer. Linear wave, Stokes wave, cnoidal wave and solitary wave are considered. The numerical results are compared to analytical solutions and available experimental data. The numerical results agree favorably to all of the experimental data. It is found that the analytical solutions are accurate for both linear wave and Stokes wave but inadequate for cnoidal wave or solitary wave. The possible reason is that the existing analytical solutions for cnoidal and solitary waves adopt the first-order approximation for free stream velocity and thus overestimate the near bottom velocity. Besides velocity, the present model also provides accurate results for wave-induced bed shear stress. 相似文献
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AbstractBlast response of submerged pipelines has been a research focus in recent years. In this article, a three-dimensional numerical model is established to investigate dynamic response of pipelines due to underwater explosion. The u–p approximation is integrated into finite element method (FEM) to simulate pore water effect in the seabed. Numerical continuity between hydraulic pressure in the flow field and pore pressure in the marine sediment is guaranteed to realize the blast response of submerged pipelines in ocean environment. Both fluid–structure interaction (FSI) and pipeline–seabed interaction (PSI) have been considered in the proposed model simultaneously. A comprehensive parametric study is carried out after validation of the present model with test data from underground explosion and underwater explosion, respectively. The effect of embedment depth, TNT equivalent, stand-off distance, pipeline diameter, and pipeline thickness to blast response of the submerged pipelines is investigated based on numerical results. Variation of deformation patterns and stress distribution of the pipeline with various installation and structure parameters has been illustrated and discussed to facilitate engineering practice. 相似文献
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A. V. Glazunov 《Izvestiya Atmospheric and Oceanic Physics》2009,45(1):5-24
A numerical large-eddy simulation model for calculating the nonstationary three-dimensional dynamics of an incompressible liquid or gas at large Reynolds numbers is presented. This model employs a high-order accurate conservative scheme and a dynamic-type mixed localized closure. The characteristic features of calculating turbulent flows on the basis of large-eddy simulation techniques are discussed. 相似文献