2010年8月8-10日辽东半岛暴雨过程的中尺度特征分析   总被引：2，自引：0，他引：2  

梁军  张胜军  石小龙  王树雄  刘晓初 《高原气象》2012,31(5):1320-1331

利用自动气象站资料、卫星资料、GTS1型数字式探空仪资料和常规气象观测资料及NCEP/NCAR再分析资料,对辽东半岛地区2010年8月8-10日3次暴雨过程进行了诊断分析,研究了该地区暴雨发生的天气尺度背景、中尺度对流系统发展过程及其发展的中尺度环境和触发机制。结果表明:(1)副热带高压位置偏北且稳定为此次强降水提供了有利的大尺度背景,切变线上生成的β或γ中尺度雨团发展的中尺度对流复合体是造成强降水的直接系统。(2)辽东半岛地区与低空急流水汽输送通道相连,并形成水汽辐合中心,有利于该地区强降水的产生。(3)暴雨发生前暴雨区域对流层低层的增温增湿、对流性不稳定层结及抬升凝结高度和对流自由高度的明显降低,是导致暴雨的重要条件。(4)切变线附近对流层低层的强正涡度中心和中高层的强正散度中心的耦合有利于上升运动的维持和水汽的向上抬升,促使中尺度对流系统生成,并沿切变线向东北方向移动和迅速发展,产生暴雨。强降水出现在切变线前方低空急流上的风速脉动区。  相似文献   

风廓线雷达中风切变分析方法的初步研究   总被引：3，自引：1，他引：2  

胡明宝  肖文建 《气象科学》2010,30(4):510-515

在风廓线雷达连续输出的风场时间高度显示图上,尝试进行风场的流线分析和风切变值等值线分析,以便用于识别强烈风切变区。在风场变化比较均匀时,分析出的线形分布比较平缓,而在风场变化比较剧烈的区域,风向等值线、垂直风切变等值线和流线三者一致表现出了汇聚特点,线形的分布也异常地密集,分析结果直观地反映出了风场分布的特征和危险性风切变区域,该结果有助于风切变自动识别方法的研究。  相似文献   

一次区域性暴雪天气过程的诊断分析     

刘志勇  陈剑云  徐元顺 《湖北气象》2008,27(3):248-252

利用Micaps常规天气资料和NCEP 1°×1° 6h再分析资料．采用天气学诊断方法．对2006年2月27日十堰市出现的一次区域性暴雪天气过程的环流特征和物理量场特征进行了分析。结果表明,此次区域性暴雪天气过程是在比较有利的天气背景条件下发生的,高空东移小槽、中低层切变线和地面冷锋是其主要的影响系统;中低层较强的暖湿气流（暖平流）沿低层冷空气垫爬升是产生强降雪的动力条件;强烈的水汽辐合为暴雪的产生提供了充足的水汽,暴雪区位于近似西南-东北向水汽通量轴线的左侧。  相似文献   

Mechanism of the Anlesi landslide in the Three Gorges Reservoir, China   总被引：5，自引：0，他引：5  

Wenxing Jian  Zhijian Wang  Kunlong Yin 《Engineering Geology》2009,108(1-2):86-95

Many gentle dip translational rock slides have taken place in the Three Gorges Reservoir, China. In order to study the mechanism of these translational rock slides, the authors use the Anlesi landslide as a typical case study to investigate in detail. Field investigations show that the slip zones of the Anlesi landslide were formed from a white mudstone in Jurassic red strata. X-ray diffraction and infrared ray analysis showed that the main mineral components of the slip zones are montmorillonite, illite, feldspar and quartz. Laboratory tests indicate that the slip zone soils are silty clay, of medium-swelling potential, the shear strength decreasing significantly as the slip zone attracts water and saturates.The main factors contributing to the Anlesi landslide are recent tectonic activity, incompetent beds, and intensive rainfall. Recent tectonic activity had caused shear failure along the incompetent beds, and joints within the sandstone. With the effect of intensive rainfall, water percolates to the incompetent beds along tectonic fissures, resulting in swelling of the soil material and high groundwater pressures within fissures in the strata. As a consequence, the Anlesi slope is prone to slide along these incompetent beds.Flac3D software was used to simulate the mechanism of the Anlesi landslide considering the rheological properties of soil and rock. The simulation results demonstrate that the stress, displacement and failure area changes with simulated creep time. The maximum displacement in the X direction reaches 7.59 m after 200-year simulated creep. Therefore, the mechanism of the Anlesi landslide can be illustrated considering the rheological properties of Jurassic red strata.  相似文献   

Time relationship between regional deformation and fabric development in the Peralimala pluton,South India — Inferences from magnetic fabric     

K. R. Praveen  V. Prasannakumar  Manish A. Mamtani 《Journal of the Geological Society of India》2009,73(6):803-812

Anisotropy of magnetic susceptibility (AMS) is investigated in samples of Peralimala (PM) pluton (ca. 550 Ma) and adjacent gneiss, gabbro, mylonite and amphibolite from the Moyar Shear Zone (MSZ), Southern Granulite Terrane (SGT) with an aim to decipher the time-relationship between fabric development in the pluton and regional tectonics. Magnetic foliation recorded in the PM pluton is sub-parallel to the WNW-ESE striking MSZ. Magnetic foliation and lineation trajectories are sigmoidal and curve into the shear zone. A dextral sense of shear is deciphered from the trajectories, which is similar to that reported within the MSZ in some earlier studies. It is inferred that the PM pluton has developed post-emplacement deformation-fabric related to reactivation of the MSZ during Pan-African age. Based on the data and existing information about regional tectonics of the area, the possibility of the (a) PM pluton being a Deformed Alkali Rock and Carbonatite (DARC) and (b) MSZ marking an ancient suture zone, is discussed.  相似文献   

Numerical simulation of the shear behavior of rockfills     

Ming Xu  Erxiang Song 《Computers and Geotechnics》2009

A strain hardening model is proposed for simulation of the shear behavior of rockfills, including the non-linear stress–strain relationship, stress-dependence of stiffness, non-linear strength envelope, and particularly the shearing contraction and dilatancy. This model utilizes the Mohr–Coulomb yield criterion, which is defined by the mobilized friction angle varying with plastic octahedral shear strain. The development of Rowe’s stress dilatancy theory is reviewed, with its limitation for rockfills highlighted. A modified solution is then proposed to derive the mobilized dilatancy angle of rockfills. Compared with large-scale triaxial testing results, it has been demonstrated that this simple model is capable of predicting the shear behavior of rockfills with fair accuracy.  相似文献   

云南哀牢山-红河断裂带南段新生代富碱斑岩岩石成因和地质意义   总被引：2，自引：2，他引：0  

武精凯  赵志丹  杨逸云  雷杭山  苗壮  刘栋  朱弟成  喻学惠 《岩石学报》2019,35(2):485-504

在青藏高原东南缘和扬子克拉通西缘,哀牢山-红河断裂带南段,产出了一些新生代富碱斑岩,本文选择绿春-金平一带的三类斑岩进行了年代学、地球化学和岩石成因研究,试图为研究区的壳幔相互作用和哀牢山-红河断裂带的关联提供新证据。研究区出露的三类富碱斑岩及其锆石U-Pb年龄分别是花岗斑岩(34.36±0.39Ma)、石英二长斑岩(35.48±0.39Ma)和正长斑岩(35.36±0.43Ma)。三类岩石的锆石ε_(Hf)(t)值分别是-6.4～+2.6、-1.5～+3.6和-3.1～+1.0。三类岩石具有相似的微量元素、稀土元素和同位素特征,具有富集大离子亲石元素、轻重稀土分馏强烈、亏损Nb、Ta和Ti等高场强元素的特征,具有弱的Eu负异常,~(87)Sr/~(86)Sr值为0.7067～0.7078,ε_(Nd)(t)为-3.8～-3.7。花岗斑岩和石英二长斑岩都来源于加厚的铁镁质下地壳,但正长斑岩来源于交代富集的岩石圈地幔,源区的富集可能是新元古代和晚古生代大洋俯冲交代导致的,印度与欧亚大陆的持续汇聚导致哀牢山-红河断裂带下部地壳和岩石圈地幔的增厚,在35Ma左右三江地区应力转变引起了岩石圈地幔的拆沉,使得软流圈上涌引起下地壳和岩石圈地幔的部分熔融,然后岩浆沿着地壳裂隙上涌和侵位,形成不同类型的富碱斑岩。  相似文献   

A modified numerical calculation method of collapse pressure for thick-walled offshore pipelines     

《Applied Ocean Research》2019

Considering the shear deformation and thickness stretching of large deformation, a modified numerical calculation method based on the thick shell theory is established to determine the collapse pressure of thick-walled pipes. Verification experiments are conducted on ten pipe specimens in hyperbaric chambers. The good agreement between experimental results and numerical predictions shows the validity and reliability of the new numerical calculation method. Combining DNV specification, the characteristic collapse pressure is also calculated for comparison. The difference between experimental results and DNV calculations illustrates the latter one is much conservative in predicting collapse pressure for thick-walled pipes. Sensitivity analysis on manufacturing imperfections and material properties is investigated for pipes with different D/t ratios. Thick-walled pipes are easier to be affected by initial ovality, residual stress and hardening factor. Based on the stress distribution at the moment of collapse, a novel discovery is found that the collapse pressure of thick-walled pipes is dominated by material plastic behavior.  相似文献   

模式水平扩散参数化的数值分析与试验     

葛孝贞  雷孝恩 《气象科学》1997,17(3):213-220

为了研究整个对流层中水平扩散系数（Ｋｙ）随高度变化的参数化形式以及平流格式的数值扩攻对物质浓度分布的影响及二者对模式结果影响的相互关系,本文用“高分辨对流层物质交换模式”（ＥＭ３）对三咱不同ＫＹ参数化型能对行星边界层（ＰＢＬ）内受下垫面影响的高湍流ＰＢＬ以上整个对流层受水平风切变产生的切变湍流分层结构具有良好的描述能力;模式采用几乎无数值扩散二阶矩守恒的Ｐｒａｔｈｅｒ平流差分格式代替模式Ｓｍｏｌａ  相似文献   

柴达木盆地大柴旦盐湖区盐生植物根-土复合体力学强度试验研究   总被引：2，自引：1，他引：1       下载免费PDF全文

余冬梅  付江涛  胡夏嵩  赵丹  刘亚斌  祁兆鑫  李淑霞 《盐湖研究》2017,25(1):37-48

以柴达木盆地大柴旦盐湖区作为试验区,分别筛选出5种优势盐生植物,即海韭菜(Triglochin maritimum Linn.)、芦苇(Phragmites australis Trin.)、赖草(Leymus secalinus Tzvel.)、毛穗赖草(Leymus paboanus Claus.)和无脉苔草(Carex enervis C.A.Mey.)作为试验供试种,分别对5种盐生植物根-土复合体试样和不含根系素土试样进行了室内直接剪切试验和三轴压缩试验,对比了不含根系素土试样与根-土复合体试样的抗剪强度指标;在此基础上,评价了5种盐生植物根系增强土体抗剪强度作用。试验结果表明:(1)当含水量和密度值分别为29.01%和1.65 g/cm3时,5种盐生植物根-土复合体试样的抗剪强度指标粘聚力c值为10.38~19.19 k Pa,且显著大于素土试样的粘聚力c值5.95 k Pa,内摩擦角φ值未表现出变化规律;(2)相对于不含根系的素土试样,由直剪试验和三轴试验得到的5种盐生植物根-土复合体试样的粘聚力增长幅度分别为16.8%~108.7%、19.2%~113.6%;(3)由直剪试验与三轴试验结果表明,区内5种盐生植物根-土复合体试样抗剪强度大小变化顺序表现出一致的规律性,即由大至小依次为,芦苇、海韭菜、赖草、毛穗赖草、无脉苔草和素土。该项研究结果为区内进一步开展盐生植物增强土体抗剪强度机理等方面的研究具有理论研究价值和实际指导意义。  相似文献