不同地形边界层风场特性及山谷风污染气象个例分析

本文利用实测资料,对不同地形下的近地层风场及污染气象特征进行分析。结果表明,大气边界层下部风场与地形关系密切;在山区,低层大气风速随高度的分布,往往不服从指数规律,垂直风场与温度场关系密切;底层大气水平流场与地形、大气层结下垫面属性有关;地形风是影响山区大气污染的主要因素之一。利用各高度风的切变,进行污染气象分析,可作为工厂选址及烟囱高度设计的依据之一。

多边界地形条件下预留光爆层峒室爆破技术

结合新疆塔里木盆地天山南部边缘山区西气东输迪那2气田产能建设道路工程,介绍泥岩地质路基的具体爆破施工情况,总结了多边界地形条件下预留光爆层峒室爆破施工技术。

三维地形的空间电场计算方法研究

现有的保角变换都是基于二维空间的计算,未研究其在三维空间的可行性及映射规律。针对该问题,文中研究了保角变换在三维空间的适用性,并研究给出了地形边界的保角变换函数与实际地形参数之间的对应关系。文中研究了对称山体形状的保角变换公式,分别利用有限元软件和保角变换解析法对地形边界的空间电场进行仿真。结果表明:两者计算结果相对误差小于0.1%,二维对称地形的保角变换算法可以拓展成为三维空间旋转地形的模式。根据研究计算所得的结果,可以有规律地按照实际测量的山体形状参数去求得对应的保角变换函数,或者改变保角变换参数来使其与实际的山体形状相拟合,将实际地形边界变换为简单地形边界以解得相应的电磁场问题。

珠江河口地形致动力结构研究——以崖门为例

局部地形对于河口动量和能量平衡有重要作用,影响了潮波性质和物质输运特性。选取珠江河口崖门这一典型的地貌单元,通过水尺和座底式支架的观测,对其特殊地形边界影响下的动力结构进行了探讨。结果表明:(1)过水面积的缩窄导致崖门口处形成局部高水位区,来流方向水位壅高,去流方向水位梯度增大;(2)忽略斜压作用的情况下,由水位梯度所产生的正压项是主要的动力项。沿河道方向的二维垂向平均动量平衡中,急流时刻主要是正压项和对流加速度项平衡,憩流时刻主要是正压项和局地加速度项平衡;(3)地形变化所产生的形态阻力比床面粗糙所产生的肤面阻力要大数倍到一个数量级。

全新世以来珠江三角洲快速沉积体的初步研究

根据珠江三角洲代表性钻孔资料以及PRD-LTMM长周期"动力-沉积-形态"模型分析了珠江三角洲形成发育过程中的快速沉积现象,提出了珠江三角洲快速沉积体的概念,并且对典型快速沉积体的成因进行了初步分析。快速沉积体有明确的沉积环境和特定的沉积动力成因,沉积速率为每年厘米级,研究它可以深入地揭示珠江三角洲基本沉积单元的形成过程,为探索珠江三角洲的形成、发育机制打下基础。初步发现的快速沉积体有古汇潮点快速沉积体、古涨潮射流快速沉积体和台地周边快速沉积体。研究结果表明,快速沉积体的形成多与特定的地形边界条件下形成的中、小尺度动力结构有关,具有高度的时空变化。掌握珠江三角洲地形边界的特点、变化过程及其作用下的中、小尺度动力结构是研究珠江三角洲快速沉积体的关键。

黄浦江二维水质数学模型研究

本文建立了能真实模拟黄浦江弯曲地形边界的二维有限元水质数学模型 。

Two-dimensional frequency-domain acoustic fullwaveform inversion with rugged topography

We studied finite-element-method-based two-dimensional frequency-domain acoustic FWI under rugged topography conditions. The exponential attenuation boundary condition suitable for rugged topography is proposed to solve the cutoff botmdary problem as well as to consider the requirement of using the same subdivision grid in joint multifrequency inversion. The proposed method introduces the attenuation factor, and by adjusting it, acoustic waves are sufficiently attenuated in the attenuation layer to minimize the cutoff boundary effect. Based on the law of exponential attenuation, expressions for computing the attenuation factor and the thickness of attenuation layers are derived for different frequencies. In multifrequency-domain FWI, the conjugate gradient method is used to solve equations in the Gauss-Newton algorithm and thus minimize the computation cost in calculating the Hessian matrix. In addition, the effect of initial model selection and frequency combination on FWI is analyzed. Examples using numerical simulations and FWI calculations are used to verify the efficiency of the proposed method.

Study on the Spatial Pattern Changes of Land Use Based on Fractal Dimensions in Tianjin New Coastal Area

[Objective] The aim was to discuss the spatial pattern changes of land use in Tianjin new coastal area based on fractal dimensions.[Method] By dint of remote and geographic information system technology to obtain the data of urban land use in new coastal area from 1993 to 2008,the boundary dimension,radius dimension and information dimension of each land use type were calculated based on fractal dimension.In addition,the revealed land use spatial dimension changes characteristics were analyzed.[Result] The spatial distribution of each land use type in new costal area had distinct fractal characteristics.And,the amount and changes of three types of dimension values effectively revealed the changes of complicatedness,centeredness and evenness of spatial pattern of land use in the study area.The boundary dimension of unused land and salty earth increased incessantly,which suggested its increasing complicatedness.The boundary of the port and wharf and shoal land was getting simpler.The radius dimension of the cultivated land was larger than 2,which suggested that its area spread from center to the surroundings;the one in salty land and waters distributed evenly within different radius space to the center of the city;the one in other land use types reduced gradually from center to the surroundings.The information dimension value in the woodland and orchard land,unused land and shoal land was small,and was in obvious concentrated distribution;the spatial distribution of cultivated and salty land concentrated in the outside area;the construction area in the port and wharf spread gradually on the basis of original state;the spatial distribution of waters and residents and mines were even.[Conclusion] Applying fractal dimensions to the study of spatial pattern changes of urban land use can make up for some disadvantages in classical urban spatial pattern quantitative research,which has favorable practical value.

Crustal Deformation Background Simulation of the Kekexili M_S8.1 Earthquake Happening in 2001

Using the GPS velocity data from 27 stations around the Eastern Kunlun fault as constraints, we first invert the slip velocities of the Eastern Kuniun fault, the north boundary fault of the Qaidam basin, the Mani-Yushu fault and the Margai Caka fault before the Kekexili Ms 8.1 earthquake with a 3-D elastic half-space dislocation model. The deformation field calculated from the slip movement of these faults can be considered the deformation background field of the earthquake. Based on the deformation background field with tectonic implications, we have obtained the strain field and earthquake moment accumulation field. The results show that there are two obvious high moment accumulation rate regions, one of which is the Dongdatan- Xidatan segment of the Eastern Kuniun fault where the Ms8.1 earthquake occurred in 2001.

Distribution, features, and influence factors of the submarine topographic boundaries of the Okinawa Trough

Based on multiple types of data, the topographical features of the Okinawa Trough(OT) have been characterized and a computation method has been proposed to determine the break point of continental shelf(BOS), foot point of the continental slope(FOS), the central axial point, and the maximum depth point. A total of 48 topographical profiles that crosscut the continental slope have been used to determine the trends of the BOS and FOS(the BOS and FOS lines) in the East China Sea(ECS). The trend of central axial points in the OT has been similarly determined by analyzing 39 topographical profiles across the axis of the trough. The BOS line forms the boundary between the continental shelf and slope. In the ECS, the BOS line roughly follows the 200 m isobath, continuously in the northern and middle parts of the OT, but jumping about somewhat in the south. The FOS line is the boundary between the continental slope and the bottom of the trough. The depth of the FOS increases gradually from north to south in the OT. Intense incisions by canyons into the slope in the southern part of the trough have led to the complex distribution of FOS. Topographical profiles crosscutting the northern, middle, and southern parts of the OT exhibit features that include: a single W-shape, a composite W-shape, and a U-shape, respectively, which suggests that in the middle and northern parts of the trough the central axial points are always located on seamount peaks or ridges associated with linear seamounts, whereas in the south they are found in the center of en echelon depressions. The line formed by the central axial points is the east-west dividing line of the OT, which indicates that the trough is a natural gap that prevents the extension of ECS continental shelf to the east. The distributions of the BOS and FOS lines are influenced by fluctuation of sea levels and submarine canyons, whereas the distribution of axis lines is controlled by tectonics and deposition.

Characteristics of strong earthquake evolution around the eastern boundary faults of the Sichuan-Yunnan rhombic block

Based on the existing materials of fault segmentation,characteristic earthquakes,and their empirical relationships,we calculated the parameters of the fault segments,such as length,width,magnitudes of characteristic earthquakes,etc.Constrained by GPS velocity field,the slip rates of these fault segments in depth were inversed using the 3-D half-space elastic dislocation model.As not all of the recurrence periods and co-seismic displacements of characteristic earthquakes are known,we selected the fault segments with these two parameters known and calculated the accumulation rate of average co-seismic displacement,which shows the faults' slip rate in seismogenic layer.Then,the slip rate in depth was compared with that in seismogenic layer,the relationship between them was obtained,and this relationship was used to get the recurrence periods and co-seismic displacements of all fault segments.After the studies above,we calculated the co-seismic deformation field of all the earthquakes larger than M s 6.8 from AD 1700 one by one and inversed the potential displacement in the co-seismic deformation field.Then,we divided the potential displacement by the slip rate from GPS inversion to get the influences of these fault segments,added the influences into the elapsed time of the characteristic earthquakes,and obtained the earthquake hazard degree of all the segments we studied in the form of the ratio of elapsed time to recurrence period;so,we name the ratio as the Impending Earthquake Risk (IER).Historical earthquake cases show that the fault segment is in safety when the IER is less than 1 but in danger after the IER becomes larger than 1.In 2009,the IER is larger than 1 on the following segments,1.35 on the Tagong segment of Xianshuihe fault,1 on the Menggu-Dongchuan segment,1.04 on the Dongchuan-Xundian segment,and 1.09 on the Yiliang-Chengjiang segment of Xiaojiang fault.