1906-2015年武汉市温度变化序列重建与初步分析

本文利用1906-2015年武汉月平均最高与最低气温资料,重建了过去110年武汉市年平均气温距平序列,分析了其年代际尺度的变化特征。主要结论为：①过去110年武汉市经历了“暖—冷—暖”3个多年代际波动,其中1906-1946年与1994-2015年气候相对温暖,1947-1993年则气候相对寒冷;②在多年代尺度上,武汉市存在多次显著增温和降温过程,其中增温速率最快的30年和50年分别出现在1980-2009年和1960-2009年;最快降温速率则出现在1928-1957年和1925-1974年;③过去110年武汉市年均温发生了3次跃变,其中由冷转暖的跃变出现在20世纪20年代初和90年代中后期,而由暖转冷的跃变则出现在40年代;④武汉市年均温变化与全球/北半球和中国的变化趋势基本一致,但变幅偏大。此外,全球增暖停滞现象在武汉市最近十几年也有所体现。     

Some Problems Concerning Geologic Structure with Double Layers in Urban Underground Lifeline Engineering

Underground lifeline engineering(ULE for short)in modern city demands the ap-preciation of an active fault in buried bedrock.Generally speaking,a large numberof urban geological textures of a basement may all be simplified into a dual geologicaltexture model,i.e.,the upper part of the basement consists of loose covering layerand the lower part consists of bedrock.The study of an active fault should includethree parts of contents,i.e.,to determine the lower time limit of activity of thefault,and the time limit must be recognized by both of designing engineers and geolo-gists;on the basis of the studies of repetition periods of earthquake occurrence to deter-mine whether the fault moves or not during the allowed time of efficacy of buildingsand constructions;for the sake of engineering practice,the active rate of the faultmust be given.The fault with different active mechanism has different effects on theULE.The authors studied the effect of lateral non-uniform overburden site on theULE by means of the su     

Ultrasonic modelling research of earthquake response of underground lifeline engineering

Earthquake response of underground lifeline engineering is investigated by the method of ultrasonic model experiments in this paper. From general field conditions, two models of underground lifeline engineering, one for non-uniform field and the other for uniform field, are designed based on the similarity principle. Besides analysis of seismic phases, a series of analyses especially on particle vibration are carried out. The results show that: The shorter the epicentral distance, the greater are the intensity variation and the change rate of intensity variation of earthquake ground motion, so the more disadvantageous to underground pipelines. In soft covering layer, compressional waves mainly cause radial flexures deformation, but shear wave result in axial dilation deformation of the pipelines; when the thickness of the covering layer is smaller (less than seismic wave length), the rhythmic variation of the intensity of earthquake ground motion is controlled mainly by the wave length of seismic waves in the bedrock. The property of the covering layer has considerable effect on earthquake ground motion. For different covering layers, their effect on each component of earthquake ground motion is not the same. Owing to the effect of wave propagation, the ground is in different states of particle vibration at different times, and there is considerable difference in phase and intensity of particle vibration between two different covering layers near their junction line or surface. Because underground lifelines tend to vibrate with the particles of the earth around it, this results in different deformation of underground pipelines under different conditions. So, it is necessary to take corresponding anti-seismic countermeasures for pipelines according to their practical situations. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,14, 104–110, 1992. This paper is part of the research supported by Funds of Doctoral Faculty of National Education Committee.     

Comparative Study on Rock Breaking Performances by Arc and Wedge TBM Hob with Two Blades

To compare the rock breaking performances caused by the arc and wedge hob with two blades, a rock cutting model with two hob blades is established and a series of rock cutting simulations are performed based on the particle flow code. Meanwhile, the rock breaking process, crack extension pattern, rock cutting force and rock cutting efficiency etc. are investigated in this study. The results present that the rock breaking area and the lateral crack length induced by the arc blades is much greater than that induced by the wedge blades. The optimal cutting spacing of the arc and wedge blades is 60 mm and 30 mm respectively. It confirms that the wedge blades can significantly reduce the rock cutting force and raise the rock cutting efficiency compared with the arc blades, which can provide a reference for the hard rock tunneling by the tunnel boring machine.

     

甘肃舟曲县牙豁口滑坡发育特征与成因分析

2019年7月16日,位于舟曲—化马深大活动断裂带的舟曲县牙豁口发生滑坡,滑坡长1 920 m,宽50~190 m,体积212×10⁴ m³,为典型的推移式大型长条状断层破碎带堆积层滑坡。滑坡自上而下沿原老滑道分级分块逐步发育形成,滑动历时近50天,最大滑距500 m,滑坡破坏X414县道、养鸡场等,并使岷江呈半堵塞状态,影响汛期行洪安全。通过现场调查、监测、无人机测量、岩土试验和收集历史滑坡资料,对牙豁口滑坡形成的地质环境、滑坡发育历史、滑坡分级分块特征、滑动过程和成因进行了系统研究。牙豁口滑坡分为上、下相对独立的两级滑坡。上级滑坡又可分为南支滑块和北支滑块两部分,在老滑坡的基础上长期孕育发展,上级滑坡北支滑块在2013年前就已活动,2019年7月16日上级滑坡南支滑块开始剧烈滑动,并推挤北支滑块前部一同复活滑动。上级滑坡约10×10⁴ m³滑体下滑加载于下级滑坡,下级滑坡于7月24日由上向下逐步扩展变形和滑动,下级滑坡又可分为上、中、下三段滑体,滑坡前缘于8月10日达到岷江边,使岷江呈半堵状态。牙豁口滑坡总体具有孕育历史悠久、滑动历时长、滑动速度较低、分级分块差异性滑动的特点。长期活动的深大断裂带及凹槽状地形、软弱易滑的灰黑色风化破碎炭质板岩、地下水和大气降水的强烈作用、两侧崩滑体的堆积加载是滑坡发生的主要原因。     

液舱晃荡载荷计算与强度校核系统研究

随着薄膜型LNG运输船的需求量不断增加,晃荡载荷已成为船舶安全性研究的重要内容之一。本文结合中国船级社规范所推荐的公式,对薄膜型LNG船晃荡水平的载荷进行研究,提出载荷计算方法和流程,在MSC.patran的基础上结合二次开发语言PCL,设计了一套晃荡载荷计算与校核系统。该系统对有限元模型进行前后处理,设计了舱室识别算法来搜索晃荡载荷的作用域,实现薄膜型LNG船晃荡载荷的自动计算与施加,完成屈服强度评估。通过算例测试证明本系统自动计算结果的有效性和准确性,可以为工程设计人员大大节约工作量,大幅度提高工作效率。     

线性准地转模型中副热带环流对潜热加热的定常响应II.边界约束及风场与层结稳定度的自适应

本文着重研究了线性模型中副热带环流对潜热加热的响应过程中影响高、低压系统中心位置的因子, 剖析出边界层中基本流的垂直切变影响低层环流的根本原因, 并且探讨了线性模式中基本流和静力稳定度自调整过程的重要作用。结果表明, 在β效应和f效应、基本流在经向和垂直方向的二阶切变、以及东、西风基本流作用的非对称性等因素的共同作用下, 高、低压中心位于热源北侧。结果还表明, 当近地面基本流的垂直切变为零或者当风速随高度减小时, 低层气旋和反气旋中心位于地面上, 当风速随高度增大具有类似亚洲季风区的结构时, 低层气旋和反气旋中心抬升离开地面; 进一步考虑热源区附近静力稳定度和基本流自调整过程的作用后, 反气旋中心继续抬升至中层, 证明对流降水对其东侧对流层中低层副高的形成有重要贡献。指出基于传统线性准地转模式来研究副热带高压形成的缺陷在于应用不适当的下边界条件以及缺乏静力稳定度的自调整机制和基本流对热源的反馈机制, 从而得到“潜热加热激发的低层反气旋中心位于洋面上”的不切实际的解。