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31.
京津冀区域龙卷风灾害特征分析   总被引:1,自引:0,他引:1  
基于气象报表、中国气象灾害大典、气象灾情数据库以及档案馆地方志等历史资料,查阅1956—2016年京津冀区域的龙卷风个例,按照"增强藤田级别"龙卷风强度等级分类标准,采用专家评定法对龙卷风个例进行定级,并运用时间序列、趋势分析和空间分析方法,对龙卷风的时空分布、灾害特征进行了统计分析。主要结论如下:①1956—2016年,京津冀区域共确认龙卷风个例188个,空间分布上,龙卷风发生最多的区域有2个,一是张家口坝上4县:张北、尚义、沽源、康保,二是京津冀东部地区,特别是沧州、天津、唐山、秦皇岛沿海地区是龙卷风高发区;②时间分布上,1985—1993年龙卷风发生次数最多,90年代以后呈下降趋势;③龙卷风在夏季发生次数占总数的81.9%,龙卷风主要发生时段为11:00—20:00;④对有灾情记录的122个龙卷风个例,经专家评定,EF4和EF3级各1例,EF2级14例,EF1级52例,EF0级54例。  相似文献   
32.
张小祥 《江苏地质》2023,47(2):153-158
为查清贵州盘州米妥勘查区煤层顶底板及煤中Ga的赋存状况,开展钻孔勘探工作,采集煤层顶底板泥化样品39件,煤样品25件,使用电感耦合等离子体发射光谱法测定Ga含量,根据样品中Ga含量的实测结果,结合勘查区聚煤时期的古地理环境及煤层顶底板沉积物源等特征,分析上二叠统煤层顶底板中Ga矿的富集特征及成因。结果表明:米妥勘查区煤中Ga富集程度低,25件煤样品中Ga的平均含量为7.90 μg/g,远低于边界品位;煤层顶底板中Ga富集程度高,21件顶板样品中Ga含量为31.8~46.2 μg/g,平均值为39.6 μg/g,18件底板样品中Ga含量为31.1~51.4 μg/g,平均值为41.3 μg/g,底板中Ga含量均值略高于顶板。顶底板中Ga的含量达到我国煤中伴生矿的工业指标,该区域煤层顶底板及围岩具有稀散金属矿找矿前景。分析沉积的古地理环境特征及沉积物源,认为聚煤时期古地理环境多为陆相及海陆交互相,导致煤层顶底板多为泥岩及泥质砂岩,陆源碎屑物为Ga沉积提供了很好的来源,流水、风力等搬运作用为Ga提供了很好的富集方式。  相似文献   
33.
The paper offers an analytical determination of the hydraulic properties of an unsaturated soil with reference to its retention curve, which describes the relationship between the volumetric water content and capillarity through matric suction. The analysis combines a particulate approach focused on the physics at the pore scale, including microstructural aspects, with a probabilistic approach where the void space and grain size are considered as random variables. In the end, the soil water characteristic curve of an unsaturated granular medium along a drying path can be derived analytically based on the sole information of particle size distribution. The analysis hinges on the tessellation of a wet granular system into an assemblage of tetrahedral unit cells revealing a pore network upon which capillary physics are computed with respect to pore throat invasion by a non-wetting fluid with evolving pendular capillary bridges. The crux of the paper is to pass from particle size probability distribution to a matching void space distribution to eventually reveal key information such as void cell and solid volume statistics. Making reasonable statistically based assumptions to render calculations tractable, the water retention curve can be readily constructed. Model predictions compare quite favourably with experimental data available for actual soils, especially in the high saturation range. Having a sound scientific basis, the model can be made amenable to address a variety of soils with a wider range of particle sizes.  相似文献   
34.
The threshold of motion of non-fragmented mollusc shells was studied for the first time under oscillatory flow. In this regard, flume experiments were used to investigate the threshold of motion of three bivalve and three gastropod species, two typical mollusc classes of coastal coquina deposits. The sieve diameters ranged from 2·0 to 15·9 mm. These experiments were performed on a flat-bottom setup under regular non-breaking waves (swell) produced by a flap-type wave generator. The critical Shields values for each species of mollusc were plotted against the sieve and nominal diameter. Moreover, the dimensionless Corey shape factor of the shells was evaluated in order to investigate the effect of mollusc shell shapes on the threshold of motion. According to their critical Shields parameter, the mollusc threshold data under oscillatory flow present smaller values than the siliciclastic sediments when considering their sieve diameter. In addition, the mollusc datasets are below the empirical curves built from siliciclastic grain data under current and waves. When considering the nominal diameter, the critical Shields parameter increases and the mollusc data are closer to siliciclastic sediments. Bivalves, which have a flat-concave shape (form factor: 0·27 to 0·37), have a higher critical Shields parameter for smaller particles and more uniform datasets than the gastropod scattered data, which have a rounded shape (form factor: 0·58 to 0·62) and have varied morphologies (ellipsoidal, conical and cubic). The comparison between previous current-driven threshold data of bioclastic sediment motion and the data of mollusc whole shells under oscillatory flow shows a fair correlation on the Shields diagram, in which all datasets are below the mean empirical curves for siliciclastic sediments. These findings indicate that the shape effect on the transport initiation is predominant for smaller shells. The use of the nominal diameter is satisfactory to improve the bioclastic and siliciclastic data correlation.  相似文献   
35.
在深海水道研究过程中,识别出深海弯曲水道内部存在一种特殊的沉积单元--凹岸坝,基于尼日尔三角洲陆坡区浅层高频三维地震资料,利用地震相分析技术,探究了凹岸坝的沉积结构特征和形成机制,讨论了其与水道弯曲丘(nested mounds)、曲流河凹岸滩坝之间的差异。研究结果表明:凹岸坝是分布于曲率较大、以垂向加积为主的末期水道弯曲凹岸处的坝体沉积单元,该沉积单元在地震剖面上表现为强振幅、连续性较好的反射特征,其内部沉积界面倾向于水道弯曲凸岸处,倾角约1°~20°,且在凹岸弧顶处达到最大值。凹岸坝形成的关键在于惯性作用,其造成水道内部重力流流体在弯曲处发生溢岸,导致流量减少,流体动能相应降低,流体携砂能力小于沉积物负载,造成沉积物快速沉降,从而形成凹岸坝。由于凹岸坝是一种连续性较好的砂体沉积,所以其可成为潜在的、储集性能较好的油气储集体。  相似文献   
36.
土水特征曲线基本参数(进气值、残余吸力值和反弯点的斜率等)在非饱和土的强度理论、渗流理论以及体变特性等方面都是非常重要的参数,常常通过传统画图法来确定,其精确度难以保证。以洛川标准剖面4层原状黄土为研究对象,基于VG模型提出单峰和双峰SWCC基本参数的确定方法;采用滤纸法测得SWCC数据点,基于VG模型进行最优化拟合,获取拟合参数,利用单峰和双峰SWCC数据点验证该方法的可行性;进行自然状态下的水分蒸发试验,根据质量含水率与蒸发时间的关系确定蒸发残余饱和度Srzf,依据Sr1、Sr2(Sr1和Sr2分别由确定残余状态的两种方法得到)与Srzf的相对误差值,比较了两种确定残余状态的方法。结果表明:对于单峰和双峰SWCC曲线,该方法都可以得到合理的基本参数并有效地确定其残余状态。  相似文献   
37.
盈江县超上地区橄榄辉石岩脉的全岩地球化学特征表明:岩脉具有高Al、低Ti、贫P2O5和低碱的特点,属于低钾拉斑系列。另外具有与橄榄岩平衡的原生岩浆相一致的Mg#值为(70.89~72.18)、略微的Eu正异常(δEu=1.16~1.40),轻稀土元素富集,重稀土元素相对平缓;微量元素蛛网图上岩脉富集大离子亲石元素U、Th、Pb等,强烈亏损高场强元素Nb、Ta、Hf、P、Ti等。通过综合分析,认为岩脉岩浆源区为被俯冲板片流体改造过的亏损地幔,由其形成的母岩浆在演化过程中遭受了不同程度的下地壳物质的同化混染作用和有限的结晶分异作用,并可能经历了辉石的堆晶作用。结合区域资料,认为盈江县超上橄榄辉石岩脉形成于岛弧环境,超上地区可能在侏罗纪时期经历了中特提斯洋的俯冲消减。  相似文献   
38.
39.
Based on raw data from dams damaged in the Wenchuan earthquake, including many that were severely damaged, characteristics and factors that influenced the damage are discussed in this paper. Findings from this study include: severely damaged dams were densely distributed along the seismologic fault; small dams, especially small earth-rock dams, had the most serious damage that was caused by a variety of factors; the most serious damage was caused by seismic waves; damage was aggregated by aftershocks; and the extent of the damage patterns increased with the seismic intensity. Damage patterns varied in different intensity zones and cracking was the most common type of damage. Most of the dams had a good base with relatively high bearing capacity, and the walls of the earth-rock dams were mostly of clay soil. This type of base and body material mitigated some of the damage to dams. Reservoir maintenance and other factors also have a significant impact on the seismic safety of the dam. Finally, some recommendations to reduce seismic damage to dams are proposed.  相似文献   
40.
抗震设计反应谱的标定方法   总被引:3,自引:0,他引:3  
抗震设计反应谱是结构抗震设计的主要依据,设计反应谱的标定是确定地震动输入的重要环节。文中详细地总结了设计反应谱标定的基本原理和几种常用的设计反应谱标定方法,介绍了我国建筑抗震设计反应谱参数的确定方法和统一抗震设计反应谱的研究现状及应用前景;对不同设计反应谱标定方法中存在的问题进行了评述;提出抗震设计反应谱标定方法中有待进一步研究的问题。  相似文献   
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