大连初冬一次辐射平流雾天气过程分析   总被引：2，自引：0，他引：2  

王爽  张宏升  吕环宇  潘江勇  蔡丽娜  董蔷薇 《南京气象学院学报》2011,34(5):614-620

利用大连机场地面观测资料、Micaps系统下常规资料、探空资料和NCEP/NCAR全球再分析资料,从天气形势和背景、探空资料分析和物理量诊断方面,对2009年11月30日-12月2日发生在大连地区持续性大雾天气过程做了详细分析。结果表明,本次持续性雾过程属于辐射平流雾,是在稳定的大尺度天气背景下形成的。探空资料表明,大雾发生过程中,边界层内出现一层逆温和多层逆温;边界层内近地层的逆温和充沛的水汽条件对雾的形成和长时间的维持起着重要的作用。热力结构分析表明,温度日较差大表明地面辐射冷却对本次大雾过程具有明显的作用;低层持续的弱暖平流输入,有利于近地层逆温的建立和维持。动力场结构分析表明,在中低层,大雾发生前期和维持时期,存在弱的辐合上升运动;在大雾消散期,存在明显的辐散下沉运动。水汽条件分析表明,增湿和冷却使此次大雾过程中水汽达到饱和状态产生凝结,在大雾过程的前期,存在弱的水汽辐合;在大雾消散期,存在水汽辐散。  相似文献   

渤海西岸边界层东风与暴雪天气的机理分析     

何群英  孙一昕  于莉莉 《辽宁气象》2011,(4):66-71

2008年12月20—21日和2010年1月3日天津地区分别出现了历史同期罕见的暴雪天气。为了提高对这种极端天气发生机理的认识,利用多种资料对这两次天气过程进行了分析。结果表明：两次暴雪过程均属于回流型降雪,但环流形势和影响系统的演变却不尽相同。影响系统分别为高空横槽（高空槽）、850 hPa切变（850 hPa低涡切变）和地面倒槽（地面气旋）,水汽源自700 hPa西南气流和边界层东风的水汽输送。由于两次过程均与边界层东风相伴,特别对渤海西岸边界层东风对降雪天气的影响和作用进行探讨,表明偏东风不仅为本地输送一定量级的水汽,同时这种具有冷湿特征的东风还会与内陆具有暖湿结构的偏南风形成地面辐合线,加强地面的动力抬升作用,产生上升运动,有利于雨雪天气的加强和维持,因此可以认为边界层东风对暴雪的发生发展起到了显著的作用。  相似文献   

Frost heaving in ballast railway tracks     

Satoshi Akagaw  Michiaki Hori 《寒旱区科学》2015,7(5):632-636

Frost heaving is a well-known phenomenon in cold regions, which may occur in wet clayey grounds during winter. Railway track upheaval occurring in cold regions during the winter is generally understood as frost heaving in the subgrade layer. However, it has been confirmed that upheaval due to frost heaving sometimes occurs in the ballast layer. This understanding has been observed in active railways in northern Japan. The samples collected from ballast and subgrade layers have been examined for frost heave susceptibilities and confirmed that ballast layers which contain fines may heave.  相似文献   

Application of an improved semi-Lagrangian procedure to fully-nonlinear simulation of sloshing in non-wall-sided tanks     

《Applied Ocean Research》2015

The semi-Lagrangian procedure is widely used for updating the fully-nonlinear free surface in the time domain. However, this procedure is only available to cases when the body surface is vertical near the waterline. Present study introduces an improved semi-Lagrangian procedure which removes this ‘vertical-wall’ limitation. Coupling with the boundary element method, the improved semi-Lagrangian procedure is applied to the simulation of fully-nonlinear sloshing waves in non-wall-sided tanks. From the result comparison with the open source CFD software OpenFOAM, it is confirmed that this numerical scheme could guarantee a sufficient accuracy. Further series studies on 2D and 3D fully-nonlinear sloshing waves in wedged tanks are performed. Featured phenomena are observed which are distinct from those in wall-sided tanks.  相似文献   

Seismic amplifications from offshore to shore     

《Applied Ocean Research》2015

The objective of this study is to determine numerical estimations of seismic amplifications of waves traveling from offshore to shore considering the effect of sea floor configurations. According to the Boundary Element Method, boundary elements were used to irradiate waves and density force can be determined for each element. From this hypothesis, Huygens’ Principle is implemented since diffracted waves are constructed at the boundary from which they are radiated and this is equivalent to Somigliana's theorem. Application of boundary conditions leads to determine a system of integral equations of Fredholm type of second kind, which is solved by the Gaussian method. Various numerical models were analyzed, a first one was used to validate the proposed formulation and some other models were used to show various ideal sea floor configurations to estimate seismic amplifications. Once the formulation was validated, basic slope configurations were studied for estimating spectra of seismic amplifications for various sea floor materials. In general terms, compressional waves (P-waves) can produce seismic amplifications of the incident wave in the order of 2–5. On the other hand, distortional waves (S-waves) can produce amplifications up to 5.5 times the incident wave. A relevant finding is that the highest seismic amplifications due to an offshore earthquake are always located near the shore-line and not offshore despite the seafloor configuration.  相似文献   

高模数水玻璃钾基抑制冲洗液在蠕变坍塌地层中的应用          下载免费PDF全文

张波  郑秀华  汪传武 《探矿工程》2015,42(9):42-45

在青海埃坑南矿区钻遇含角砾石的断层泥地层,孔壁坍塌、掉块,卡钻事故时有发生,几乎无法继续钻进,使用水玻璃与相关钻井液处理剂配合使用制备水玻璃钾基抑制冲洗液,用来平衡地层压力保护孔壁,并且加大金刚石钻头及扩孔器外径,解决了钻孔坍塌、缩径以及卡钻等问题,使施工顺利进行,为后续施工提供了参考方法。  相似文献   

粉细砂地层防渗帷幕综合施工方法          下载免费PDF全文

丁跃军 《探矿工程》2015,42(4):76-78

四川省武都水库右岸EL574 m灌浆平洞揭露出厚度2.3～9.8 m的粉细砂层,普通水泥高压灌浆无法形成可靠的防渗帷幕。采用高压旋喷、湿磨细水泥、化学灌浆的组合处理方式,取得了较好的施工效果。通过钻孔压水、大功率声波CT、单孔声波、钻孔全景数字成像等方法检测,表明达到了设计防渗要求。  相似文献   

长江与嘉陵江交汇区水流结构的数值模拟          下载免费PDF全文

王协康  周苏芬  叶龙  王海周 《水科学进展》2015,26(3):372-377

针对天然河流交汇区域复杂的地形条件及水流运动特性,采用水气两相流三维数值模型,对长江与嘉陵江交汇区水流运动进行深入研究,分析了交汇区域分离区、剪切层、流速场及螺旋度的变化特性。研究结果表明:长江与嘉陵江交汇的水流分离区形状受地形影响明显,随着水位的增加向右岸移动,剪切层整体呈一个扭曲的曲面;干支流原有的环流在交汇之后重新汇合,左岸未出现明显的环流,右岸逆时针的环流有减弱趋势,交汇区域纵向流速呈现高速与低速带分布特征。此外,长江和嘉陵江在交汇口下游螺旋度呈现左侧为负、右侧为正的对称分布,水流结构表现出逐渐形成双螺旋流的趋势,其中左侧的螺旋流逆时针运动,右侧的螺旋流顺时针运动。  相似文献   

某铅锌尾矿库对地下水环境影响及防治措施   总被引：1，自引：0，他引：1  

任旭 《地下水》2015,(2)

铅锌尾矿的浸出液中含有重金属等对地下水环境有重要影响的污染因子。利用地下水数值模拟专业软件GMS,结合研究区水文地质条件,对不同工况下地下水环境的影响程度及范围进行模拟计算。结果表明,达到Ⅱ类工业固体废弃物处置场规定的防渗要求条件下,尾矿库运行浸出液下渗量有限(2.8 m3/d),并不会使区域地下水超出《地下水质量标准》Ⅲ类标准,而防渗层仅出现10%破损时,浸出液下渗量为(97.22 m3/d),使地下水下游方向50 m内地下水中Pb超出Ⅲ类标准,超标范围约0.0375 km2。反映出该类处置场中的防渗措施是对地下水环境保护的重要保证。  相似文献   

季冻土区临水内、外拱护墙结构冻胀特征分析及治理     

孙洪伟  翟利杰  任望忠  傅汝进 《吉林大学学报(地球科学版)》2020,50(6):1833-1843

为厘清季冻土区临水内、外拱护墙结构冻胀平位移冻害机理，测试隔离层防冻害装置的有效性，在20101110-20110531、20131110-20140531、20171110-20180531三个观测年内，以长春某湖泊临水内、外拱护墙结构为研究对象，选择内、外拱护墙结构和设隔离层防冻害装置的试验内拱护墙结构三者相对比，用钢尺量距法观测三者寒期的平位移状态。结果表明：内拱护墙结构出现倾斜、裂缝导致的内向冻胀平位移冻害，其内向平位移曲线随气温均呈"半驼峰型"，对应观测年持续降温-持续低温-持续升温-正温时段，内向冻胀平位移呈减小-增大-减小-稳定残余的位移运动，诱因是平冻胀应力的生成-增长-减弱-消失作用；外拱护墙结构出现较小的外向冻胀平位移，外向冻胀平位移曲线均呈"波浪型"，无冻害发生，冰凸拱平冻胀应力推动外拱护墙结构压缩冻土凹拱形成外向冻胀平位移，冻土凹拱限制了外向冻胀平位移发展；设隔离层防冻害装置的试验内拱护墙结构未发生平位移冻害，其内向冻胀平位移较自然冻胀的内拱护墙结构减小83.92%，较外拱护墙结构减小51.74%，表明隔离层防冻害装置防治冻胀平位移冻害有效。  相似文献