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1.
为了研究Navier-Stokes方程相关的三维轴对称驻点流系统的解,给出了一个积分方程系统,扩展了它的用途.并通过研究该积分方程系统的性质,在更广的范围内,利用这个系统的解,得出了与Navier-Stokes方程相关的三维轴对称驻点流系统的相似解.同时还改进了一个相似解的不存在性结果. 相似文献
2.
J.M. Chuang 《中国海洋大学学报(英文版)》2005,4(4):357-365
Based on the Fourier transform, the analytical solution of boundary integral equations formulated for the complex velocity of a 2-D steady linear surface flow is derived. It has been found that before the radiation condition is imposed, free waves appear both far upstream and downstream. In order to cancel the free waves in far upstream regions, the eigenso-lution of a specific eigenvalue, which satisfies the homogeneous boundary integral equation, is found and superposed to the analytical solution. An example, a submerged vortex, is used to demonstrate the derived analytical solution. Furthermore, an analytical approach to imposing the radiation condition in the numerical solution of boundary integral equations for 2-D steady linear wave problems is proposed. 相似文献
3.
近几年来,多个大型油气发现使得毛塞几比盆地成为国际油气勘探的热点区域。基于地震资料和钻测井资料系统开展了沉积相以及沉积模式研究、储层物性分析、烃源岩评价以及成藏体系分析工作。研究结果表明:①盆地中南部外陆架广泛发育多期强制海退三角洲沉积体系,受基准面旋回控制,强制海退三角洲顶积层遭受剥蚀,砂体被搬运到三角洲前部,形成强制海退砂,砂体在陆架边缘附近广泛分布;陆坡类型控制了深水扇差异分布模式,南部断控型陆坡控制了深水扇的分布,深水扇主体发育在陆坡坡脚,距离陆架边缘较近,北部平缓型陆坡下重力流搬运较远,深水扇主体远离陆架边缘,据此建立了南部断控型陆坡控砂模式和北部缓坡型陆坡富砂模式。②外陆架强制海退三角洲和北部缓坡型深水扇储层条件好,测试产能高,受胶结作用和滑塌碎屑影响,南部陡坡型深水扇储层物性差。③油源对比表明,油气主要来自下白垩统阿普第阶-阿尔比阶与上白垩统赛诺曼阶-土伦阶海相烃源岩,阿普第阶-阿尔比阶烃源岩以Ⅱ2型干酪根为主,主要生气;赛诺曼阶-土伦阶海相烃源岩以Ⅰ型干酪根为主,主要生油。④研究区发育3套有利成藏体系,分别为阿尔比阶陆架边缘成藏体系、阿尔比阶-土伦阶陆坡坡脚成藏体系以及赛诺曼阶陆坡远端成藏体系,其中陆架边缘成藏体系与陆坡远端成藏体系勘探潜力更大,是下一步勘探的重点。 相似文献
4.
??????????????Χ??GPS??????????????з?????????t???????λ?????????α?????50 km??Χ????GPS????α???????????????????70 mm????????????30 s???????λ??????????????????α????????λ???????????У???С?????о???????????????29 km????????λ???21 mm????????150 km???λ???1??2 mm????GPS???????α????????????????????????????????????????????λ?????и???20 km????????廬?????0.6 m??GPS????????α??о????????????????????????????????ε????????????????? 相似文献
5.
With the increase of petroleum and gas production in deep ocean, marine risers of circular cylinder shape are widely used in the offshore oil and gas platform. In order to research the hydrodynamic performance of marine risers, the dynamic mesh technique and User-Defined Function （UDF） are used to simulate the circular cylinder motion. The motion of a transversely oscillat-ing circular cylinder in combination of uniform flow and oscillating flow is simulated. The uniform flow and oscillating flow both are in x direction. SIMPLE algorithm is used to solve the Navier-Stokes equations. The User-Defined Function is used to control the cylinder transverse vibration and the inlet flow. The lift and drag coefficient changing with time and the map of vorticity isolines at different phase angle are obtained. Force time histories are shown for uniform flow at Reynolds number （Re） of 200 and for the com-bination of uniform and oscillating flows. With the increase of amplitude of oscillating flow in combined flow, the change of lift am-plitude is not sensitive to the the change of cylinder oscillating frequency. Lift amplitude increases with the increase of oscillating flow amplitude in the combined flow, but there is no definite periodicity of the lift coefficient. The drag and inertia force coefficients change when the maximum velocity of the oscillating flow increases in the combined flow. The vortex shedding near the circular cylinder shows different characteristics. 相似文献
6.
华北板块南缘自中元古代始，表现为沟弧盆体制的Ｂ型俯冲带，至中生代演化为大陆板块间碰撞挤压的Ａ型俯冲带。这一大地构造格局及其演化决定着板缘成矿区带划分，并控制着区内不同矿产种类、不同矿床类型的成生规律和时空构型。板块南缘内生矿产丰富，矿床类型甚多，分布有序。它们是以燕山期构造－热事件为成矿动因的具有成生联系的有色金属－贵金属矿产成矿系列。板缘金矿类型甚多，主要有石英脉型、构造蚀变岩型、斑岩－接触交代型。各类矿床都具有成矿物质多来源、成矿溶液多来源和成矿作用多期次多阶段的特点。金的沉淀富集作用取决于有利的构造部位和成矿溶液性质的改变，而引起这一改变的原因是不同性质溶液的混合作用和热液运移过程中温压条件，及所遇围岩性质发生了根本转变。金的载体矿物主要为石英和黄铁矿，但随着不同矿化阶段和矿化环境常形成多样的矿石类型。 相似文献
7.
对2021-05-21云南漾濞M6.4地震震中200 km内的水管仪和伸缩仪2015-01-01～2021-05-20整时值观测资料进行分析和处理发现,自2019年开始各台站的两套仪器观测曲线都同步出现趋势性转折或年变幅度减小的现象,且异常出现时间与震中距有一定的关系:震中距越近,异常出现的时间越早;震中距越远,异常出... 相似文献
8.
Three-stranded rope is widely used in fishing gear and mooring system. Results of numerical simulation are presented for flow around a three-stranded rope in uniform flow. The simulation was carried out to study the hydrodynamic characteristics of pressure and velocity fields of steady incompressible laminar and turbulent wakes behind a three-stranded rope. A three-cylinder configuration and single circular cylinder configuration are used to model the three-stranded rope in the two-dimensional simulation. The governing equations, Navier-Stokes equations, are solved by using two-dimensional finite volume method. The turbulence flow is simulated using Standard κ-ε model and Shear-Stress Transport κ-ω(SST) model. The drag of the three-cylinder model and single cylinder model is calculated for different Reynolds numbers by using control volume analysis method. The pressure coefficient is also calculated for the turbulent model and laminar model based on the control surface method. From the comparison of the drag coefficient and the pressure of the single cylinder and three-cylinder models, it is found that the drag coefficients of the three-cylinder model are generally 1.3–1.5 times those of the single circular cylinder for different Reynolds numbers. Comparing the numerical results with water tank test data, the results of the three-cylinder model are closer to the experiment results than the single cylinder model results. 相似文献
9.
A VOF-based numerical model for breaking waves in surf zone 总被引：2，自引：0，他引：2
This paper introduces a numerical model for studying the evolution of a periodic wave train, shoaling, and breaking in surf zone. The model can solve the Reynolds averaged Navier-Stokes (RANS) equations for a mean flow, and (he k-s equations for turbulence kinetic energy k and turbulence dissipation rate e. To track a free surface, the volume of fluid (VOF) function, satisfying the advection equation was introduced. In the numerical treatment, third-order upwind difference scheme was applied to the convection terms of the RANS equations in order to reduce the effect of numerical viscosity. The shoaling and breaking processes of a periodic wave train on gently sloping beaches were modeled. The computed wave heights of a sloping beach and the distribution of breaking wave pressure on a vertical wall were compared with laboratory data. 相似文献
10.
利用断层土壤气探测方法，在珊溪水库地区双溪-焦溪垟断裂上3个不同位置进行土壤Rn和H2的测量，发现断裂带上的土壤Rn和H2测值在靠近断层破碎带或岩脉出露位置明显升高。结合断层气探测方法在探测隐伏断裂方面的应用，确定双溪-焦溪垟断裂在包山垟村附近具体经过位置。发震断裂上的土壤Rn和H2测值明显高于非发震断裂，说明珊溪水库地区土壤Rn和H2与地震活动性关系密切。 相似文献
11.
基于2016-01-21青海门源6.4级地震,通过分析高铁沿线台站强震数据的峰值加速度、峰值速度和仪器烈度值表明,将实时仪器烈度值作为高铁地震监控系统的报警参数受场地条件影响较小。利用沿线台站近高铁和远高铁监测点的谱比值来解释局部复杂场地条件对峰值加速度的影响,通过比较台站计算与设计的反应谱来预测高铁地震台站附近的桥梁震害情况。 相似文献
12.
采用有限元方法，针对青藏高原东南缘建立更细致、更精确的三维有限元弹性模型。选取9种不同的应力边界条件，分别进行优化分析后处理，将对应台站形变模拟值与GPS实测值进行误差分析，最终选取最佳方案作为古构造应力场。结果表明，青藏高原东南缘4 Ma BP的古应力场主要起源于中国大陆周围板块的相互作用，特别是印度板块NNE向强烈碰撞作用，成为中国大陆尤其是西南部青藏高原地区构造应力场最主要的动力来源，控制各个块体相互作用的方式和运动格局。青藏高原东南缘古应力场主要包括几个力源：西北部青藏高原侧向挤压造成的WE向应力约105 MPa；西南部直接来自于印度板块的NE-WS向应力约70 MPa；南部NS向作用力33 MPa；东南部扬子块体侧向NW-SE阻挡力56 MPa；北东部受扬子块体强烈EW向阻挡力90 MPa。这些力源共同作用于青藏高原东南缘，形成现今复杂应力场。 相似文献
13.
滇池污染的成因及其治理新方案 总被引：9，自引：0，他引：9
本文对滇池的污染成因进行了综合分析。滇池污染是由两大因素造成的:一是水流太慢,二是污水南侵。从这两大污染因素可以找到两大对策:一是加速湖水流动,二是阻止污水南侵。基于滇池污染实际上是北部污染南部造成的,改变滇池出水口,开挖一条新河道,让滇池水倒流,滇池从原来的下游方换到上游方,城区污水不入滇池,即使进入也能让它快速从北部流出去,北部的污染负荷很容易从北部流出去,南部高水位的水位势压力阻止了北部负荷南侵,解决了滇池污染。 相似文献
14.
罗圈组堆积冰碛在沉积海盆地中的搬运方式主要为浊流，由浊流沉积物的层状构造特征（块状、似层状、层状、板状）和组合方式可反映其移动距离的远近和相对海平面变化情况。在陆源物质供应间歇阶段，沉积海盆地中生成碳酸盐岩沉积，构成连接含小壳化石的深海沉积与不含化石的浅海沉积的物理地层纽带。罗圈组为一穿时地层单位，时代为震旦纪—早寒武世。罗圈组与东坡组是因陆源物质搬运距离远近、沉积环境改变所形成的同期异相沉积 相似文献
15.
Dynamic process simulation with a Savage-Hutter type model for the intrusion of landslide into river 总被引：1，自引：0，他引：1
Natural damming of rivers by mass movements is a very common and potentially dangerous phenomena which has been documented all over the world. In this paper, a two-layer model of Savage-Hutter type is presented to simulate the dynamic procedure for the intrusion of landslide into rivers. The two-layer shallow water system is derived by depth averaging the incompressible Navier-Stokes equations with the hydrostatic assumption. A high order accuracy scheme based on the finite volume method is proposed to solve the presented model equations. Several numerical tests are performed to verify the realiability and feasibility of the proposed model. The numerical results indicate that the proposed method can be competent for simulating the dynamic process of landslide intrusion into the river. The interaction effect between both layers has a significant impact on the landslide movement, water fluctuation and wave propagation. 相似文献
16.
Efficiency in solving the Saint-Venant equations for watershed rainfall-runoff routing is important in flood hydrology. This paper presents a high-efficiency numerical solution of one-dimensional dynamic wave equations (HEDWE) for watershed rainfall-runoff routing, in which the full momentum equation is written as a quadratic equation with only one unknown variable Q, water depth is derived from the continuity equation using the two-step predictor-corrector method, and the discrete scheme is the explicit upwind scheme. The results of numerical tests showed the HEDWE approach has several major advantages. 1) It is a stable numerical method, even for an initially dry area. 2) Its computational efficiency is higher than 4.76E+05 times/s. 3) It can be used for overland flow, river flow, and combinations thereof. The primary disadvantages of the HEDWE approach are its unsuitability for rapidly varying flow, such as dam-break floods. 相似文献
17.
A Constrained Interpolation Profile(CIP)-based model is developed to predict the mooring force of a two- dimensional floating oil storage tank under wave conditions, which is validated against to a newly performed experiment. In the experiment, a box-shaped floating oil storage apparatus is used. Computations are performed by an improved CIP-based Cartesian grid model, in which the THINC/SW scheme(THINC: tangent of hyperbola for interface capturing; SW: Slope Weighting), is used for interface capturing. A multiphase flow solver is adopted to treat the water-air-body interactions. The Immersed Boundary Method(IBM) is implemented to treat the body surface. Main attention is paid to the sum force of mooring line and velocity field around the body. It is found that the sum force of the mooring line increases with increasing wave amplitude. The body suffers from water wave impact and large body motions occur near the free surface. The vortex occurs near the sharp edge, i.e., the sharp bottom corners of the floating oil storage tank and the vortex shedding can be captured by the present numerical model. The present model could be further improved by including turbulence model which is currently under development. Comparison between the computational mooring forces and the measured mooring forces is presented with a reasonable agreement. The developed numerical model can predict the mooring line forces very well. 相似文献
18.
Beam dams are a highly effective and commonly used open-type check dam in debris-flow hazard mitigation. In this study, dimensional analysis was used to obtain empirical equations for quantitatively determining the sediment-trapping and flow-regulating characteristics of a beam dam. To determine the coefficients of the empirical equations, flume experiments were conducted to simulate the trapping and regulating processes. The flow pattern, trapping, and regulating characteristics were investigated when debris flows passed through a beam dam. Debris-flow bulk density and peak discharge, and sediment-trapping ratios, were measured directly and indirectly. The results showed that three blocking actions occurred, and that blockage-breaking considerably influenced the trapping and regulating performance of the beam dam. The relative opening size and the sediment concentration were the two main factors affecting the performance of the beam dam. The ratio of trapping sediment decreased with relative opening, and increased with sediment concentration as well as reducing ratio of bulk density and reducing ratio of peak discharge. The sediment concentration and relative opening were the leading factors influencing the trapping and regulating sediment of a beam dam, followed by flume gradient. The results showed that the calculated values obtained using empirical equations were in good agreement with the values derived from the experiments, and that the deviation was acceptable. Finally, taking Zechawa Gully as an example, using the empirical equations we designed the opening size of a beam dam aimed to trap sediment and regulate peak discharge of debris flow in the main gully. 相似文献
19.
The glaciers Austre Lovenbreen and Pedersenbreen are located at Ny-Alesund, Svalbard. The surface mass balance and ice flow velocity of both glaciers have been determined from the first year of observations (2005/2006), while the front edge of Austre Lovenbreen was also surveyed. The results are as follows : (1) The net mass balances of Austre Lovenbreen and Pedersenbreen are -0. 44 and -0. 20 m w. e. , the annual ablation is -0. 99 and -0. 94 m w. e. . and the corresponding equilibrium line altitudes are 478. 10 and 494. 87 m, respectively. (2) Austre Lovenbreen and Pedersenbreen are characterized as ice flow models of surge-type glaciers in Svalbard. The horizontal vectors of the ice flow velocities are parallel or converge to the central lines of both glaciers, with lower velocities in the lower ablation areas and higher velocities in the middle and upper reaches of the glaciers. The vertical vectors of ice flow velocities show that there is a mass loss in the ablation areas, which reduces with increasing altitude, while there is a mass gain near the equilibrium line of Austre Lovenbreen. (3) The front edge of Austre Lovenbreen receded at an average rate of 21. 83 m·a-1, with remarkable variability-a maximum rate of 77. 30 m·a-1 and a minimum rate of 2. 76 m·a-1. 相似文献
20.
吴石军 《大地测量与地球动力学》2023,43(1):34-37
基于GPS近场形变和远场P波,利用有限断层方法反演2021-07-29阿拉斯加MW8.2地震的震源破裂过程。结果显示,此次地震持续时间约100 s,释放的地震矩约为1.59×1021 Nm。断层破裂滑移自震中沿断层向NEE延伸,震中东北侧的断层滑动量较大。基于GPS数据和位错理论模型分析地震的地表形变,同震形变整体上符合海沟特大地震的逆冲断层弹性回跳理论模式。受到断层闭锁的影响,太平洋板块俯冲北美板块,使得上盘北美板块受到长时间持续挤压,地震发生瞬间北美板块转变为拉张松弛状态。 相似文献