һ�����µľ���ͶӰ����GMF����

???????????????Χ??????????GMF????GMF??????????????????????????????????NMF??????????????????????GMF??????????????????????????????????????к?????ü????     

��ʷ���Լ����Ϣ�µ�����վGPS���ǹ��ȷ��

????й????????????λ??????????????GNSS????????????????????????????????????GPS?????????????????,??????÷????????????????????????????????????????????????????IGS???????????????????????????￡??????й??????????????????????????÷???????Ч?????????     

Numerical Simulation of Spatial Lag Between Wave Breaking Point and Location of Maximum Wave-Induced Current

A quasi three-dimensional numerical model of wave-driven coastal currents with the effects of surface rollers is developed for the study of the spatial lag between the location of the maximum wave-induced current and the wave breaking point.The governing equations are derived from Navier-Stokes equations and solved by the hybrid method combining the fractional step finite different method in the horizontal plane with a Galerkin finite element method in the vertical direction.The surface rollers effects are considered through incorporating the creation and evolution of the roller area into the free surface shear stress.An energy equation facilitates the computation process which transfers the wave breaking energy dissipation to the surface roller energy.The wave driver model is a phase-averaged wave model based on the wave action balance equation.Two sets of laboratory experiments producing breaking waves that generated longshore currents on a planar beach are used to evaluate the model's performance.The present wave-driven coastal current model with the roller effect in the surface shear stress term can produce satisfactory results by increasing the wave-induced nearshore current velocity inside the surf zone and shifting the location of the maximum longshore current velocity landward.     

Wave Run-up on A Vertical Seawall Protected by An Offshore Submerged Barrier

Submerged barriers are constructed in coastal zones for shoreline or harbor protection or to prevent the beach erosion. In the present study, the wave run-up on a vertical seawall protected by a submerged barrier is analyzed. The physical configurations include a rigid barrier and a long channel of finite depth. For linear water waves, by matching the velocity along the barrier and along the gap, the systems of linear equations about the velocity potentials are obtained. The wave run-up is further analyzed ...     

A Three-Dimensional Nearshore Hydrodynamic Model with Depth-Dependent Radiation Stresses

For the simulation of the three-dimensional (3D) nearshore circulation,a 3D hydrodynamic model is developed by taking into account the depth-dependent radiation stresses.Expressions for depth-depeedent radiation stresses in the Cartsian coordinates are introduced on the basis of the linear wave theory,and then vertical variations of depth-dependent radiation stresses are discussed.The 3D hydrodynamic model of EICIRC (Eulerian-Lagrangian CIRCulation) is extended by adding the terms of the depth-dependent or depth-averaged radiation stresses in the momentum equations.The wave set-up,set-down and undertow are simulated by the extended ELCIRC model based on the wave fields provided by the experiment or the REF/DIF wave model.The simulated results with the depth-dependent and depth-averaged radiation stresses both show good agreement with the experimental data for wave set-up and set-down.The undertow profiles predicted by the model with the depth-dependent radiation stresses are also consistent with the experimental results,while the model with the depth-averaged radiation stresses can not reflect the vertical distribution of undertow.     

大别山超高压岩石的流变学研究

本文利用野外构造解析、透射电镜、岩组等手段,对大别山地区超高压岩石的变形表象及变形机制进行了详细的观察和研究,从而动态地建立了超高压岩石折返的PTtD轨迹。结果表明:超高压石榴橄榄岩经历了高温和低温两种变形,其中橄榄石中发育高温[001](100)和中低温[010](100)两种滑移系。超高压榴辉岩中绿辉石的位错构造发育,位错密度为4.98×10~7/cm~2。绿辉石亚颗粒的特征显示存在颗粒边界迁移和扩散蠕变。绿辉石的组构测定表明,绿辉石晶内塑性流动形成了[001]极密,该极密平行于线理,属L型收缩组构。组构对称型显示本区榴辉岩以共轴变形为主,由于应变分解,部分地区含非共轴成分。付林图解表明,绿辉石和石榴子石的变形均属于收缩型椭球,拉伸型应变,这与绿辉石组构测定结果一致。石榴子石位错密度为3.54×10~7/cm~2,部分地区的石榴子石发育动态重结晶及核幔构造等,形成榴辉岩相糜棱岩。另外根据不同超高压岩石中石英的位错密度或亚颗粒大小,计算了超高压岩石折返时各个阶段的应力大小。     

鞍山东山风景区3．8—2．5Ga古老岩带的同位素地质年代学和地球化学

鞍山东山风景区古老岩带呈巨型包体存在于立山奥长花岗岩（3．1Ga）中，其主体为条带状片麻岩（3．8Ga）。此外还有金云母透闪石岩、（含）黑云斜长角闪岩、闪长质片麻岩、变石英闪长质岩石、细粒奥长花岗岩、二长花岗岩、伟晶岩脉等。测定了部分岩石的锆石年龄，其中变石英闪长质岩石（A9604）为3．65Ga（Wan et al.,1999），闪长质片麻岩（A9317）为3．5Ga、二长花岗岩（类型I，A9605）为3．1Ga，黑云斜长角闪岩（A0019）为3．3Ga、细粒奥长花岗岩（A0017）为3．2Ga、二长花岗岩（类型Ⅱ，A0020），为2．6Ga，有关岩石的地球化学组成特征在文中地进行了简要介绍，在此基础上，提出了该古老岩带的地质同位素年代演化序列，认为鞍山地区不同时代、不同成因地质体空间上共存是该芡长期地质演化的结果，而不是后期构造作用把它们拼合到一起的，鞍山地区很可能存在＞3．8Ga的古老地壳岩石。     

西藏罗布莎蛇绿岩铬铁矿中金刚石的研究

在西藏罗布莎豆荚状铬铁矿中发现过金刚石,但迄今仍有人因为自己所取的小试样中没有分离出金刚石而否定罗布莎等地金刚石的存在。由于金刚石涉及西藏雅鲁藏布江缝合线和蛇绿岩、铬铁矿成因等问题,笔者重新在罗布莎铬铁矿中取样,经过选矿,又在1500kg样品中选出了25粒金刚石和近70种伴生矿物。这就表明西藏金刚石是的确存在的,而且它和蛇绿岩的铬铁矿同是深部成因的产物。     

伊犁京希—伊尔曼德金矿床的热液蚀变及成矿流体演化特征

京希－伊尔曼德金矿床的热液蚀变在空间上有明显的分带性，中心蚀变带以强烈的硅化为主，典型的蚀变矿物组合为石英或玉髓和地开石，中间带为高级泥化带，以地开石－高岭石－石英或玉髓为特征；外带为以蒙脱石－高岭石－伊利石－其他粘土矿物等矿物组合为主的泥化带，蚀变强度和矿物组合的分带性是温度、压力和化学梯度的反映，是流体在不断的水或流体－岩石反应和成分交换的产物。该矿床成矿流体演化过程为：早期酸性（pH=2-3)含矿流体在沿断裂上升过程中，受围岩灰岩中的流体（pH为中性）缓冲，在其进入高渗透性的碎屑岩层时，流速和水－岩石或流休－岩石反应大大加快，并在与大气降水的混合作用下，pH值逐步升高（3－5），产生了流体的温度及成分梯度，在温度和压力迅速下降的条件下，金及蚀变矿物沉淀、结晶生长，形成了蚀变空间分带，中心带保存完好的多孔状石英和地开石等高级泥化矿物组合说明该矿床是高硫化热液体系作用下的产物。