Study on numerical simulation and dynamic mechanism of winter-time circulation in the eastern China seas

An MOM2 based 3-dimentional prognostic baroclinic Z-ordinate model was established to study the circulation in eastern China seas, considering the topography, inflow and outflow on the open boundary, wind stress, temperature and salinity exchange on the sea surface. The results were consistent with observation and showed that the Kuroshio intrudes in large scale into the East China Sea continental shelf East China, during which its water is exchanged ceaselessly with outer sea water along Ryukyu Island. The Tsushima Warm Current is derived from several sources, a branch of the Kuroshio, part of the Taiwan Warm Current, and Yellow Sea mixed water coming from the west of Cheju Island. The water from the west of Cheju Island contributes approximately 13% of the Isushima Warm Current total transport through the Korea Strait. The circulation in the Bohai Sea and Yellow Sea is basically cyclonic circulation, and is comprised of coastal currents and the Yellow Sea Warm Current. Besides simulation of the real circulation, numerical experiments were conducted to study the dynamic mechanism. The numerical experiments indicated that wind directly drives the East China Sea and Yellow Sea Coastal Currents, and strengthens the Korea Coastal Current and Yellow Sea Warm Current. In the no wind case, the kinetic energy of the coastal current area and main YSWC area is only 1% of that of the wind case.Numerical experiments also showed that the Tsushima Warm Current is of great importance to the formation of the Korea Coastal Current and Yellow Sea Warm Current.     

STUDY ON METHOD OF NUMERICAL SIMULATION OF NONLINEAR RANDOM WAVES

This new method can simulate the nonlinear random wavcs processes by computer if the higherorder moments of the probability distribution of the sea surface elevation reflecting the nonlinearity ofthe sea wave are given. Compared with other methods, this method has greater accuracy andflexibility, wider application and faster simulation. Statistical analysis of the sea surface elevationdistribution of the simulated wave process showed obviously the Gram-Charlier series can be used to depictthe distribution of the sea surface elevation.     

龙门山北段天井山构造特征及成因模拟

根据地震资料、钻井和野外调查等研究,认为天井山构造带广泛发育重力滑动构造、断层转折褶皱、倒转背斜和双重构造等构造样式.天井山构造带变形具有垂向分层特点:上部构造主要为断层转折褶皱,02tjs10测线附近变形强度最大,向两端变形逐步减弱;下部构造为多个逆冲岩片叠置所构成的双重构造.通过构造物理模拟实验,证实天井山构造带在北西—南东向挤压应力作用下变形序列为前展式逆冲叠瓦式构造组合;天井山构造带存在多个滑脱层系,才会形成分层变形、垂向叠置的不协调收缩构造变形.该研究可以为天井山构造带乃至龙门山油气勘探提供指导.     

Parallel numerical simulation on CO2 geologic storage in Ordos Basin,China

The authors developed a 3-D numerical injection model on parallel TOUGH 2-FLAC3D based on the site-specific stratigraphic information in Ordos Basin to simulate the Shenhua CO2 geological storage ( CGS ) demonstration project injection process for three years and forecast CO2 migration and layers displacement after injection for seven years .The results suggested that CO2 migration did not stop after three years of consecutive injection, but migration rate was slowing down with time .As a result, displacement near injection well in-creased with injection and decreased slowly after injection .The maximum displacement of surface center oc-curred near the end of injection , which was only 1.24 cm.According to the displacement result , it is safe to continue injecting for this project .     

Study of numerical simulation on dual-frequency IP method with FEM

Using the finite element method and Cole-Cole model for dual-frequency IP method to research numerical simulation, the authors introduced the fundamental principle of the dual-frequency IP method and the boundary value problem and variational equations, then replaced the complex resistivity of the model with the Cole-Cole model's parameters under ignoring the EM effect. Through solving the last linear equations, electric potentials of all the model's points were obtained. With changing model's parameters, the authors got different curves of the Fs and phases. According to the results of the simulation, the algorithm is proved to be correct and adaptable.     

Study on numerical simulation to water lowering in an open coal mine digging

In view of the situation of excavation of open coal mine for the underground water disaster,we should carry out simulation studies for the numerical value of the water lowering project and improve the accuracy and the level of the water lowering project.On the basis of the hydrological geological conditions of certain open mine digging,a more reasonable seepage numerical model was built according to MODFLOW.It was simulated in advance that the process of the confined water level descending with the time,and combining with the actual observations to test the correctness of the model.The calculation showed that the results coincided well with the results of actual measurement.Based on this,different water lowering numerical simulations were built for the open coal mine digging.It could be simulated and forecast that the changes of the groundwater level in drainage process within and outside the mine pit,and it was quantitatively assessed that the possible water lowering result of the opencast water drainage process,which provide an important basis for the actual water lowering project and the possible project disposal.     

Study on numerical simulation to water lowering in an open coal mine digging

In view of the situation of excavation of open coal mine for the underground water disaster, we should carry out simulation studies for the numerical value of the water lowering project and improve the accuracy and the level of the water lowering project. On the basis of the hydrological geological conditions of certain open mine digging, a more reasonable seepage numerical model was built according to MODFLOW. It was simulated in advance that the process of the confined water level descending with the time, and combining with the actual observations to test the correctness of the model. The calculation showed that the results coincided well with the results of actual measurement. Based on this, different water lowering numerical simulations were built for the open coal mine digging. It could be simulated and forecast that the changes of the groundwater level in drainage process within and outside the mine pit, and it was quantitatively assessed that the possible water lowering result of the opencast water drainage process, which provide an important basis for the actual water lowering project and the possible project disposal.     

Shaking table tests and numerical simulation of dynamic properties of underground structures

It is considered that the damage of the underground structures caused by earthquakes is minor for a long time. However, the catastrophic damages induced by several recent earthquakes ( e. g. Kobe earthquake in 1995) revealed that the study on the dynamic properties of the underground structures is indispensable. The dynamic behavior and damage mechanism of underground structure are analyzed by using shaking table tests ( both shallow- and deep-buried) and numerical simulation ( 3D FEM) including horizontal and vertical input motions, individually and simultaneously. From the results, the underground structure collapsed due to strong horizontal forces although vertical deformation is not negligible. The vertical excitation increases the response of structure, especially the stress and shear stress at the upper section; the soil influenced the property of soil-structure system. In the same excitation, the response in shallow-buried test is larger than deep case. Both overburden and vertical earthquake play important roles in the response of structure and those are two critical aspects in the design of the large-span underground structures, such as subway stations.     

Shaking table tests and numerical simulation of dynamic properties of underground structures

It is considered thai the damage of the underground structures caused by earthquakes is minor for a long time. However, the catastrophic damages induced by several recent earthquakes （e. g. Kobe earthquake in 1995 ） revealed that the study on the dynamic properties of the underground structures is indispensable. The dynamic behavior and damage mechanism of underground structure are analyzed by using shaking table tests （ both shallow-and deep-buried） and numerical simulation （3D FEM） including horizontal and vertical input motions, individually and simultaneously. From the results, the underground structure collapsed due to strong horizontal forces although vertical deformation is not negligible. The vertical excitation increases the response of structure, especially the stress and shear stress at the upper section; the soil influenced the property of soilstructure system. In the same excitation, the response in shallow-buried test is larger than deep case. Both overburden and vertical earthquake play important roles in the response of structure and those are two critical aspects in the design of the large-span underground structures, such as subway stations.     

Heat calculation and numerical simulation in steam mining of permafrost gas hydrate

Steam mining method was injecting hot steam into the borehole to heat the hydrate strata at the same time of depressurization mining,which could promote further decomposition and expand mining areas of gas hydrate. Steam heat calculation would provide the basis for the design of heating device and the choice of the field test parameters. There were piping heat loss in the process of mining. The heat transfer of steam flowing in the pipe was steady,so the heat loss could be obtained easily by formula calculation. The power of stratum heating should be determined by numerical simulation for the process of heating was dynamic and the equations were usually nonlinear. The selected mining conditions were 500-millimeter mining radius,10 centigrade mining temperature and 180 centigrade steam temperature. Heat loss and best heating power,obtained by formula calculation and numerical simulation,were 21. 35 W/m and 20 kW.     

A layered numerical model for simulating the generation and propagation of internal tides over continental slope III. Numerical experiments and simulation

The layered model in Part I was used to simulate the internal tide in a stratified, two layer, and rectangular sea area with step-like topography. The internal tide current velocities of the upper and lower layers and the interfacial elevations were computed and the effect of the upper layer water depth and density difference were studied. Numerical experiments verified that the model can correctly simulate internal tides. The model was also applied to the northwestern part of the South China Sea to simulate the internal tides there with real topography. The distributions of internal tide amplitude in interfaces were delineated. Contribution No. 3590 from the Institute of Oceanology, Chinese Academy of Sciences. Project 49676275 supported by NSFC and also supported by National Special Research Program 97-926-05-02.     

单片机软件仿真系统的研究

论述了在通用微型机上开发单片机软件仿真系统的可行性和必要性 ,全面详细地阐述了用C语言开发MCS 80 5 1单片机软件仿真系统仿真原理、功能和仿真程序的设计方法。     

西藏纳木错流域现代环境变化特征及影响

该文利用已有资料,综述了纳木错流域冰川湖泊对气候变暖的敏感响应。太阳辐射是气候变化的主要能量来源,西风和印度季风的不均匀分布对高原冰川和湖泊的影响具有区域差异性。在气候变暖背景下,1970年以来,纳木错流域的冰川呈退缩趋势,湖泊面积呈扩大趋势,湖泊结冰时间延迟,融化时间提前,平均降水量变化趋势不明显。以上指标的变化都不具有周期性,很难识别太阳黑子的活动周期。冰川融化是湖泊面积扩大的主要因素,冻土融化产生的水量也是湖泊面积扩大不可忽视的原因。     

浑厚山体随高程增加由表及里地震动响应研究

为探究浑厚山体不同高程由表及里地震动响应规律,以冷竹关山体为例,采用离散元软件建立地形与风化介质组合模型,并从底部边界输入汶川地震波信号,研究该山体两侧边坡的内外动力响应规律。结果表明,随着高程的增加,靠大渡河一侧边坡坡体内与坡表的加速度放大系数均表现出先增大后减小的节律性变化,在近坡顶时增大较快并达到最大值;靠近瓦斯沟一侧边坡坡表受地形起伏的影响,加速度放大系数存在凸坡放大、凹坡减小的特征;相同高程,随边坡由表及里深度的增加,加速度放大系数表现为逐步减小,当距坡表150~200 m时放大曲线趋于平缓;随高程的增加,加速度放大系数由表及里的减小速度变缓,且放大曲线收敛平缓的深度增大;随岩体风化程度的增加,岩体介质波速降低,共振效应使得加速度响应增大,与此同时,斜坡地形与介质组合效应使得坡表峰值加速度放大系数在2.0附近。     

武汉区域气象中心数值预报业务并行计算机系统

对武汉区域气象中心并行计算机系统进行了详细地介绍，分析了并行计算机体系结构、网络和存储系统特点；给出了在并行计算机SP上实现数值预报业务并行化的部分结果；对数值预报模式在串、并行编程环境下的结果进行了分析比较。     

3-D BAROCLINIC NUMERICAL SIMULATION OF THE SOUTH CHINA SEA I. UPPER CIRCULATION

A three-dimensional baroclinic shelf sea model was employed to simulate the seasonal characteristics of the South China Sea (SCS) upper circulation. The results showed that: in summer, an anticyclonic eddy, after its formation between the Bashi Channel and Dongsha Islands in the northeastern SCS, moves southwestward until it disperses slowly. There exists a northward western boundary current along the east shore of the Indo-China Peninsula in the western SCS and an anticyclonic gyre in the southern SCS. But at the end of summer and beginning of autumn, a weak local cyclonic eddy forms in the Nansha Trough, then grows slowly and moves westward till it becomes a cyclonic gyre in the southern SCS in autumn. At the beginning of winter, there exists a cyclonic gyre in the northern and southern SCS, and there is a southward western boundary current along the east shore of the Indo-China Peninsula. But at the end of winter, an anticyclonic eddy grows and moves toward the western boundary after forming in the Nansha Trough. The eddy‘s movement induces a new opposite sign eddy on its eastern side, while the strength of the southward western boundary current gets weakened. This phenomenon continues till spring and causes eddies in the southern SCS.     

基于离散裂隙网络法和水流数值模拟技术的地下水封洞库水封性研究

水封性是保证地下水封洞库安全运营的关键,目前研究地下水封洞库水封性的主要难点在于裂隙岩体含水层强烈的非均质性和各向异性。以某地下水封洞库工程为背景,通过实测裂隙几何参数分析裂隙发育特征,建立了研究区离散裂隙网络模型。之后对研究区进行网格化划分计算了各单元体渗透系数张量,基于对裂隙渗流基本规律的理解和假设建立了研究区高精度的非均质各向异性渗流模型,并对研究区渗透性特征进行分析。通过建立非均质各向异性渗流模型对水幕系统水封性能进行了探讨并与传统均质各向同性渗流模型进行对比分析,利用该模型可以弥补传统均质各向同性渗流模型的不足,更加准确地评价由于裂隙岩体非均质各向异性造成的储品泄漏风险。     

SCENARIOS SIMULATION OF COUPLING SYSTEM BETWEEN URBANIZATION AND ECO-ENVIRONMENT IN JIANGSU PROVINCE BASED ON SYSTEM DYNAMICS MODEL

1IN T R O D U C T IO NU rbanizationand eco-environment coupling is uniqueand complex,and itsmechanisms and ruleshave pro-voked much scholarship(B RENNA,1999).More than100yearsago,HOWARD(1898)publishedG ardenC ities of Tom orrow to revealthe interrelationshibpes-tween citygrowth and itseco-environment,and he triedtodealwiththeissuewithrationalplanningway,buthefailed(BOURNE and SIMMONS,1978).However,onlysincethe1920s had thetopicspeciallybeen intensfiied.AftertheChicago schoolhad…     

THREE-DIMENSIONAL BAROCLINIC NUMERICAL SIMULATION OF THE SOUTH CHINA SEA CIRCULATION＇S SEASONAL CHARACTERISTICS II. MIDDLE AND DEEP CIRCULATION

A three-dimensional baroclinic shelf sea model‘ s numerical simulation of the South China Sea (SCS) middle and deep layer circulation structure showed that: 1. In the SCS middle and deep layer, a seulhward boundary current exists along the east shore of the Indo-China Peninsula all year long.A cyclonic eddy (gyre) is formed by the current in the above sea areas except in the middle layer in spring, when an anticyclonic eddy exists on the eastern side of the current. In the deep layer, a larges-cale anticyclonic eddy often exists in the sea areas between the Zhongsha Islands and west shore of southern Luzon Island. 2. In the middle layer in snmmer and autumn, and in the deep layer in autumn and winter, there is an anticyclonic eddy (gyre) in the northeastern SCS, while in the middle layer in winter and spring, and in the deep layer in spring and snmmer, there is a cyclonic one. 3. In the middle layer,there is a weak northeastward current in the Nansha Trough in spring and snmmer, while in autumn and winter it evolves inl~ an anticyclonic eddy ( gyre), which then spreads westward l~ the whole western Nansha Islands sea areas.     

动网格在非饱和饱和界面数值模拟中的应用研究进展

为了探讨结构和非结构动网格技术在地下水非饱和-饱和数值模拟领域未来的发展趋势, 总结了非饱和-饱和耦合数值模拟研究现状, 介绍了动网格技术原理及运动边界结构和非结构网格的变形方法, 综述了动网格技术在非饱和-饱和分界面的应用现状及存在的不足, 探讨了相关研究的未来发展趋势。综合分析表明: 结构动网格和非结构动网格均存在其固有优缺点, 结构、非结构混合网格以及多种动边界处理方法的结合使用在非饱和-饱和耦合数值模拟研究中具有重要的应用价值。在模拟潜水面的变动时, 可将多种网格变形方法结合使用, 当潜水面位置和形状变动较小时, 采用弹簧法更新网格; 当潜水面位置变化较大但形状变化较小时, 采用重叠结构动网格技术或铺层法更新网格; 当潜水面形状变动较大时, 则采用网格重构法更新网格, 从而更精确地模拟非饱和-饱和分界面的变化和移动。相关研究为场地非饱和带土壤与饱和带地下水协同防治工作提供了科学指导。