由测风资料推算局地环流速度的方法

2021年1月中旬,三峡坝区出现了一次严重影响近坝区通航安全的持续性晴空大风过程(以下简称“21·1”坝区晴空大风)。使用常规观测资料及中尺度观测资料等,应用天气学分析和诊断方法,分析了“21·1”坝区晴空大风时空分布特征及其成因。结果表明: 此次晴空大风发生在背风坡河谷地带,大风期间存在4次风速波动,夜间风速大于白天;地面大风由边界层动量下传导致,动量来源于低层急流,下沉运动与大振幅背风波有关。边界层垂直风切变和逆温层的稳定存在使背风波持续时间增长,逆温层下较大的温度垂直递减率进一步加强了下沉运动,是晴空大风形成并持续的主要成因。

     

广东省公路交通网络分形空间特征研究

基于分形理论,以GIS技术为支撑,利用回转半径法测算了广东省全域及其所辖21个地级市公路交通网络半径维数D_L、分枝维数D_b和对应相关系数R²。依据广东省公路交通网络的特点,将其辖区分为四个子区域:珠三角、东部沿海、西部沿海和粤北地区,分析其半径维数和分枝维数的空间分布特征。研究表明,珠三角地区为广东省公路交通网络密度最大、结构最复杂、功能最完善、连通性最优的区域;以珠三角为中心,广东省公路交通网络分形半径维数和分枝维数随距离增大而衰减,沿海衰减程度微弱,粤北衰减程度较大。结果显示,半径维数和分枝维数结合能够更为合理系统地分析交通网络分形特征的时空差异特性。     

2000-2014年中国重特大煤矿事故时空分布分形特征

本文汇总整理了2000-2014年中国发生的472起重特大煤矿事故,获得其空间分布状况;基于分形理论,利用网格法统计不同网格尺度下覆盖重特大煤矿事故的非空网格中的事故数量,计算煤矿事故的全国、三大自然地理区以及干湿分区的分维值,分析其空间分布分形特征;利用R/S方法研究15年来重特大煤矿事故发生的时间分形特征。研究表明,从全国范围来看,重特大煤矿事故具有较好的空间分形特性,但不同区域的重特大煤矿事故的分形特性却具有很大差别。15年来发生重特大事故数量及事故死亡人数逐年下降,由R/S分析得到的Hurst指数表明事故时间序列的分形特征客观存在,并且年发生事故数量及事故死亡人数量减少趋势。     

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基于光谱空间密度分析的边缘提取

针对传统的边缘提取方法大部分不适应高光谱数据的特点,提出了基于光谱空间密度分析边缘提取的思想。在分组主分量变换提取第一主分量作为特征维的基础上,采用面向对象的二次判别边缘的方法,通过立体判决将光谱空间中低密度超椭球体集群视为真实边缘点集群。试验表明,此方法是合理可行的。     

基于逐次投影寻踪的高光谱影像降维方法研究

提出了一种新的逐次投影寻踪方法,对高光谱数据进行降维处理,采用定量化的指标,通过对高光谱数据的多次一维投影,逐步选取有效成分,构建新的低维正交空间.     

水库诱发地震作用下三峡库区基岩地震动模拟

使用接触单元建立三峡库首区断裂展布有限元模型,使用确定性的设定地震方法,为时程分析提供合理的水库地震动输入。二维有限元水平基岩地震动模拟结果表明,九畹溪断裂发生M5.5级构造型水库地震时,三峡大坝场址水平向基岩PGA为175 Gal;而高桥断裂发生M5.5级地震时,巴东县城场址水平向基岩PGA为303 Gal。断裂带两侧PGA出现明显的不连续特征,场址基岩地震动参数的计算有必要考虑该影响。     

地下水位的混沌和多重分形特征演化及其中短期预报意义

采用苏20井记录到的1995年7月1日至1997年6月30日地下水位观测数据作为研究的原始资料,计算并研究了1996年11月9日南黄海 M_S 6.1地震前后地下水位系统混沌吸引子的关联维数D₂、二阶熵K₂和最大Lyapunov指数λ₁,并用推广GP法研究了地震前后系统多重分形的广义维数谱D_q。研究结果表明:地下水位系统为混沌系统,系统的自由度在3~16之间;地震过程中系统有降维减熵现象,震前广义维数谱D_q左半边曲线变陡,因而可被看作为强震前的前兆信息。此结果对今后在预报工作中认识地震前兆观测的非线性动力学特征和利用这些特征进行地震预报具有重要的实用意义。     

Interacting effects of multiple factors on the morphological evolution of the meandering reaches downstream the Three Gorges Dam

Elucidating the influence of dams on fluvial processes can inform river protection and basin management. However, relatively few studies have focused on how multiple factors interact to affect the morphological evolution of meandering reaches. Using hydrological and topographical data, we analyzed the factors that influence and regulate the meandering reaches downstream the Three Gorges Dam (TGD). Our conclusions are as follows. (1) The meandering reaches can be classified into two types based on their evolution during the pre-dam period: G1 reaches, characterized by convex point bar erosion and concave channel deposition (CECD), and G2 reaches, characterized by convex point bar deposition and concave channel erosion (CDCE). Both reach types exhibited CECD features during the post-dam period. (2) Flow processes and sediment transport are the factors that caused serious erosion of the low beaches located in the convex point bars. However, changes in the river regime, river boundaries and jacking of Dongting Lake do not act as primary controls on the morphological evolution of the meandering reaches. (3) Flood discharges ranging from 20,000 to 25,000 m³/s result in greater erosion of convex point bars. The point bars become scoured if the durations of these flows, which are close to bankfull discharge, exceed 20 days. In addition, the reduction in bedload causes the decreasing of point bar siltation in the water-falling period. (4) During the post-dam period, flood abatement, the increased duration of discharges ranging from 20,000 to 25,000 m³/s, and a significant reduction in sediment transport are the main factors that caused meandering reaches to show CECD features. Our results are relevant to other meandering reaches, where they can inform estimates of riverbed change, river management strategies and river protection.     

Investigation of the effect of aggregate shape and surface roughness on the slake durability index using the fractal dimension approach

Argillaceous rocks cover about one thirds of the earth's surface. The major engineering problems encountered with weak- to medium-strength argillaceous rocks could be slaking, erosion, slope stability, settlement, and reduction in strength. One of the key properties for classifying and determining the behavior of such rocks is the slake durability. The concept of slake durability index (SDI) has been the subject of numerous researches in which a number of factors affecting the numerical value of SDI were investigated. In this regard, this paper approaches the matter by evaluating the effects of overall shape and surface roughness of the testing material on the outcome of slake durability indices.

For the purpose, different types of rocks (marl, clayey limestone, tuff, sandstone, weathered granite) were broken into chunks and were intentionally shaped as angular, subangular, and rounded and tested for slake durability. Before testing the aggregate pieces of each rock type, their surface roughness was determined by using the fractal dimension. Despite the variation of final values of SDI test results (values of I_d), the rounded aggregate groups plot relatively in a narrow range, but a greater scatter was obtained for the angular and subangular aggregate groups. The best results can be obtained when using the well rounded samples having the lowest fractal values. An attempt was made to analytically link the surface roughness with the I_d parameter and an empirical relationship was proposed. A chart for various fractal values of surface roughness to use as a guide for slake durability tests is also proposed. The method proposed herein becomes efficient when well rounded aggregates are not available. In such condition, the approximate fractal value for the surface roughness profile of the testing aggregates could be obtained from the proposed chart and be plugged into the empirical relation to obtain the corrected I_d value. The results presented herein represent the particular rock types used in this study and care should be taken when applying these methods to different type of rocks.