带乘性噪声系统状态滤波的自适应算法

带乘性噪声系统由于其广泛的适用性,一直成为研究的热点。针对带乘性噪声系统状态最优估计的自适应算法进行研究,探讨在噪声服从平稳正态分布情况下,对未知动态噪声方差阵与观测噪声方差阵的辨识问题。在证明带乘性噪声系统新息在稳态时和线性系统新息有着相似稳定特性的前提下,通过对线性系统辨识方法的改进,完成对带乘性噪声系统噪声方差阵的辨识,并利用新息特性对该方法进行进一步改进,以提高辨识精度;最后通过仿真验证该方法的有效性。     

Evaporative enrichment of oxygen-18 and deuterium in lake waters on the Tibetan Plateau

Stable isotopes (δ¹⁸O and δD) are useful tracers for investigating hydrologic and climatic variability on a variety of temporal and spatial scales. Since the early isotopic studies on mountainous glaciers in the late 1960s, a great deal of information has been generated on the isotopic composition of rainfall, snow, ice, surface waters, and lake carbonate sediments across the Tibetan Plateau. However, measurements of δ¹⁸O and δD values of lake water are scarce. Here we present a new dataset of δ¹⁸O and δD values of lake waters collected from 27 lakes across the plateau during a reconnaissance survey in summer 2009. δ¹⁸O and δD values of lake water range from −19.9 to 6.6‰ and from −153 to −16‰, respectively. The average values of δ¹⁸O and δD are −6.4 and −72‰, considerably greater than those of precipitation observed in this region. The derived Tibetan lake water line, δD = 5.2δ¹⁸O − 38.9, is significantly different from the global meteoric water line. Most of the lakes, including some freshwater lakes, contain water with negative values of d-excess (d). There is a negative correlation between d and total dissolved solids (TDS). Each of these findings indicates that evaporation-induced isotopic enrichment prevails in Tibetan lakes. Moreover, we develop an isotope modeling scheme to calculate E/P ratios for Tibetan lakes, using a combination of existing isotopic fractionation equations and the Rayleigh distillation model. We use the intersection of the local evaporation line and GMWL as a first approximation of δ¹⁸O and δD values of lake water inputs to infer an E/P ratio for each lake. Our modeling calculations reveal that although variable from lake to lake, the water budget across the plateau is positive, with an average E/P of 0.52. This is in good agreement with other observational and model data that show varying degrees of increases in lake size from satellite imagery and significant decreases in lake salinity in many lakes on the plateau over the last several decades. Together with the new isotopic dataset, the proposed modeling framework can be used to examine and quantify past changes in a lake’s hydrologic balance from the isotopic record of downcore carbonate sediments in the region.     

从清代佛山“万真观”到“城隍庙”的空间文化含义的解读

宗教空间的变化能反映出宗教文化景观与地理环境相互作用所彰显的社会文化空间意涵.通过文献分析,对清代佛山镇“万真观”向“城隍庙”空间变化的现象进行研究,并揭示其变化所意涵的城市发展和社会文化意义.研究表明,从清代佛山镇万真观到城隍庙的宗教空间变化,折射了佛山镇由“乡村”到“城市”空间意义的转变,这种变化不仅是城市经济繁荣、人口激增的推动,更与行政治所诉求和“城市”身份的认同有密切关系,而且佛山城隍庙的“草根性”还凸显了清代佛山镇的政权、族权和神权的社会特征.     

城市景观公园对城市热岛调控效应分析——以哈尔滨市为例

采用哈尔滨市2007年9月30日Landsat TM数据,基于哈尔滨市地表温度反演结果,对城市公园对热岛效应的影响进行了分析。研究结果表明:哈尔滨市主城区热岛效应明显,高温区呈现集中分布,市区内的公园在高温区域内形成明显的热岛空洞;公园对周围区域降温作用明显,降温效应随距离增加呈递减趋势;在公园周围120 m范围内,不同面积的公园对周围环境温度影响存在明显差异,不同缓冲带的降温幅度存在极显著差异;公园面积和内部平均温度呈显著负相关,即公园面积越大,内部平均温度越低,反之亦然,二者存在显著的回归关系,因此可以通过设计不同面积公园,以实现城市高温区降温效应。研究表明一个大的景观公园的降温效应要强于总面积相等的多个小公园的降温效应。     

湖北冷季高架雷暴天气分类及环境参数特征分析

利用常规观测资料、加密地面自动站、闪电定位仪和ERA5再分析资料,将2011—2020年湖北冷季91次高架雷暴事件,按照形成机制分为雷雨型、强对流型和雷打雪型3类,并细致归纳了3类事件的时空分布特征、大气环流背景及关键环境参数等特征。(1) 湖北冷季高架雷暴雷雨型最多,强对流型次之,雷打雪型最少。3类型存在明显的时空分布差异,雷雨型主要发生在秋末冬初(11月)和冬末初春(1—2月),强对流型及雷打雪型常出现在早春2月,3月基本以强对流型为主。(2) 低槽冷锋、850 hPa切变线及低空西南急流是冷季高架雷暴发生的有利环流背景,近地面为稳定的冷气团控制,逆温明显,西南低空急流沿着锋面逆温层以上的850 hPa附近触发抬升,水汽、上升运动及不稳定层结均出现在850 hPa以上。雷雨型和雷打雪型距离冷锋超过100 km以上,强对流型不足100 km。(3) 850 hPa是风场转换的重要层次。强对流型850 hPa露点温度(Td850)、K指数、850 hPa与 500 hPa温差(ΔT85)、850 hPa假相当位温(θse850)、西南急流厚度和强度(I700)、切变线强度(S850)最大,中低层(850~700 hPa)垂直风切变(SL78)最小;雷打雪型对水汽和不稳定能量的要求最低,SL78最大。     

电感耦合等离子体发射光谱法测定含刚玉的铝土矿中硅铝铁钛

铝土矿具有较强的化学稳定性,常含有少量刚玉,属于比较难处理的样品。常用的四酸溶解法对不含刚玉的铝土矿能取得较好的效果,但对高铝及含刚玉的样品分解不完全且无法同时测定硅。本文对含刚玉的铝土矿样品在镍坩埚中用氢氧化钠-过氧化钠熔融,盐酸酸化后用电感耦合等离子体发射光谱法同时测定硅铝铁钛四种元素。对氢氧化钠-过氧化钠的熔样效果、过氧化钠用量、熔样温度、共存离子的影响及基体干扰进行了试验,结果表明,加入3.0 g氢氧化钠和1.0 g过氧化钠在650~700℃保温10 min,能较好地熔解含少量刚玉的铝土矿样品。利用铝土矿标准物质制备标准溶液,可消除镍坩埚和熔融试剂产生的镍盐和钠盐基体对硅铝铁钛测定的干扰。方法检出限为0.0025%~0.063%,精密度小于4%。铝土矿国家标准物质的测定值与标准值相符,实际样品的测定值与其他分析方法的测定值相吻合。本方法样品分解完全,消解时间短,分析步骤简单,适用于高铝及含少量刚玉的铝土矿样品分析。     

Recalibration and Clarification of the Formula Applied to the ISRM-Suggested CCNBD Specimens for Testing Rock Fracture Toughness

The cracked chevron-notched Brazilian disc (CCNBD) was proposed by the International Society for Rock Mechanics (ISRM) to test the mode I (opening mode) fracture toughness of rock. The test method has been vigorously discussed and debated, despite being the subject of intensive research for decades. The minimum (critical) dimensionless stress intensity factors affiliated with the formula for calculating the fracture toughness using CCNBD specimens with different geometric parameters remain elusive and complex. The matter cannot be resolved by simply replacing the diameter in the original formula with the radius, as claimed by several authors. In this paper, the formula is fundamentally improved, as wide-ranging minimum dimensionless stress intensity factors pertaining to diversified CCNBD geometries are recalibrated by three-dimensional finite element analysis, and an expression with tabulated coefficients is obtained through curve-fitting the data obtained from the numerical calibration. The present results are shown to be more accurate than those in the literature. Furthermore, the importance of the reasonability of the results is highlighted; a comprehensive comparison of different values shows that the upper bounds of minimum stress intensity factors are violated by the above claim. The confusion resulting from the claim is, thus, clarified conclusively.     

Dynamic Study on Fracture Problems in Viscoelastic Sedimentary Rocks Using the Numerical Manifold Method

The viscoelastic deformation behavior of a sedimentary rock under different loading rates is numerically modeled and investigated by the numerical manifold method (NMM). By incorporating a modified 3-element viscoelastic constitutive mode in the NMM, crack initiation and propagation criteria, and crack identification and evolution techniques, the effects of the loading rates on the cracking behavior of a sedimentary rock, such as crack open displacement, crack sliding displacement, crack initiation, crack propagation and final failure mode, are successfully modeled. The numerical results reveal that under a high loading rate (>1,000 MPa/s), due to the viscoelastic property of the sedimentary rock, not only the structural behavior deviates from that of elastic model, but also different cracking processes and final failure modes are obtained.     

超大混凝土圆环内支撑在深基坑工程中的应用

以南京新城科技园国际研发总部园深基坑围护实例为背景,分析了直径超过200 m的超大混凝土圆环内支撑系统的工程应用特点,介绍了混凝土圆环内支撑结构设计、平面布置以及竖向承重结构的布置、圆环受力情况及配筋计算,并总结了深基坑超大圆环支撑设计的相关构造节点和关键技术要点.现场实测基坑位移较小,内支撑系统内力在可控范围内,整个施工过程达到了安全可靠的目标,对保护周边环境起到很好的作用,表明这些技术措施取得了良好的实施效果,希望为今后类似的深基坑工程围护设计与施工提供借鉴.