Impact of lightning on organic matter-rich soils: influence of soil grain size and organic matter content on underground fires

A detailed study was carried out on a piece of land that had been struck by lightning during the violent rainstorm that raged over the Island of S?o Miguel (Azores Archipelago) in late October 2006. Temperature and gas measurements (CO₂, CO, H₂S and CH₄) were performed in four study trenches, dug in an area of ∼3 m², where an underground fire had been initiated by the impact with a lightning stroke, followed by the emission of a column of gases and smoke. The soil under study was originally a well-pedogenized about 80 cm thick bed, made of volcanic clayey to silty tephra fallouts and contained 5.5–9.7% of organic matter. The underground fire was monitored for one week and revealed a peak release of 404 ppm CO and 3.4% CO₂ originating from a horizon located about 45 cm under the soil surface. Measurements of temperature, performed one week after the impact, indicated a maximum value of 326°C inside the soil, while 516.5°C were measured on the surface of a lava block interred about 20 cm under the surface. Subsequently, a stratigraphic and sedimentologic study proved the role of the grain-size of the soil and of the organic matter content of the different horizons of the impact area, in determining the ratio between anoxic/oxidised combustion conditions and in the progress of the process itself. It was also noticed that combustion was not total all over in the soil bed and that the process had slightly migrated toward SW during the observation period. The combustion process went on for about ten days, in spite of several other violent rainstorms, until it was artificially extinguished through the excavations made to obtain study trenches. This particular circumstance evidenced the potential natural hazard represented by this kind of atmospheric event, especially in a land where the volcanic nature of the soil may easily mislead inexperienced observers and, consequently, delay proper action.     

注水煤体应力能 V-f 转化与释放机理研究

文章分析了在煤层注水湿润后煤体弹性能的转化与消耗过程，给出在湿润状态下能量由体变弹性能向形变弹性能转化进而自耗释放的理论模型。指出在坚硬干燥煤体中，注水后在水压力和毛细力的切割作用下，裂隙大量扩展，丰富了自由裂隙，产生更多的裂隙启发(裂隙切口)，使原来近似的刚性煤体变成由裂隙分割的块体组成的组合体或半组合体。裂隙中水的粘滞作用及水分子吸附力使块体问粘性结合、刚度降低、形变增大。煤体形变弹性能自身消耗释放的形式有3种：产生剪应力导致自由裂隙问错动摩擦；强度降低，使裂隙启发被劈裂成自由裂隙；湿润煤体蠕变性增强，产生整体性移动作功。初步给出能量消耗的量化表达式。通过这一理论，能建立煤层注水湿润度与冲击地压灾害发生的更直接的关系，使进一步量化该关系成为可能。从更深层次解释煤层注水防治冲击地压的机理。     

液态水含量和冰晶浓度对闪电频数影响的数值模拟研究

假定在软雹和冰晶碰撞的非感应起电机制为主要的起电机制成立的条件下，数值模拟研究了国际上公认的Fletcher和H—M冰晶产生机制以及云中的液态水含量对雷暴云放电过程（区分了云闪和地闪）的影响。结果表明，随着气压和温度的变化，在两种冰晶产生机制假定下，冰晶浓度分布有很大差异，这直接导致了雷暴云内电活动的差异。液态水含量的增加将使得首次放电时间延迟，同时将引起放电位置的下降和闪电频数的减少。     

一次区域性大暴雨环境特征分析

通过对冀东南、鲁西北一次区域性大暴雨的分析表明：除有利的大尺度环流背景以外，超低空急流是大暴雨不稳定能量和水汽的主要输送者，高能区不稳定能量释放，产生大暴雨所需的强烈上升运动。暴雨落区与超低空急流前部最大风速切变区的位置密切相关。     

闪电首次回击过程的光谱特性

用无狭缝摄谱仪，拍摄了4次云对地闪电首次回击过程390一660nm波长范围的光谱，并将原子结构的理论应用于闪电光谱的研究，用多组态Dirac—Fock方法，系统考虑相对论效应、电子关联、弛豫效应等重要贡献，对光谱的精细结构进行了计算，给出了谱线的波长、振子强度以及相应的上能级激发能量。通过与试验观测谱线的比较分析发现，大多数谱线对应的上激发能在23ev左右。首次回击过程中，闪电通道内NII离子的密度最大，并且大多数处于n＝3的激发态。     

隧道GPS网对横向贯通误差的影响

本文在阐述隧道工程独立坐标系和隧道ＧＰＳ网数据处理方法的基础上推导出ＧＰＳ网对横向贯通误差影响的通用计算公式，分析了隧道ＧＰＳ网基准数据位置对横向贯通误差的影响。     

用远场辐射场反演云闪放电参数

用地面电磁场遥感闪电放电参数无论是在实际应用还是理论研究中都具有重要意义。文中基于电流传输线模式 ,提出了一种用单站远场VLF/LF辐射场反演云内放电参数的简便方法。当传输线电流从底部传播到顶部的时间只有几微秒时 ,整个传输线的VLF/LF辐射可以近似成偶极子辐射 ,即远场辐射场与电流的时间变化率和传输线长度的乘积成正比。因此 ,对远场辐射场做时间积分就能获得完整的电流矩波形 (上升沿有所加宽 ) ,而且传输线模式中的重要参数 ,电流从底部传播到顶端经历的时间 ,也可以近似地用辐射场时间积分幅度与辐射场幅度之比来估计。这一方法具有估计云闪双极性大脉冲辐射过程的放电参数的潜力。     

热带测雨卫星对淮河一次暴雨降水结构与闪电活动的研究

文中利用热带测雨卫星 (TRMM )搭载的测雨雷达 (PR)、闪电成像仪 (LIS)、GOES卫星红外通道辐射亮温(TBB)对 2 0 0 3年淮河汛期一锋面气旋系统的两个时次的探测结果 ,分析研究了降水结构及闪电活动 ,并与“98.7.2 0”武汉附近地区中尺度强降水的结构和闪电活动进行了比较。GOES的TBB、降水系统中的对流降水与层云降水比例、闪电活动频数随时间的变化均能表征锋面气旋系统的发展。TRMMPR探测结果表明 :冷锋降水狭窄细长 ,且均为强对流降水 (特别在冷锋加强时 ) ;暖锋宽广 ,且为大片层云降水 ,但其中存在面积不等的强对流降水云团 ;与“98.7.2 0”武汉附近地区中尺度强降水垂直结构的比较表明 ,锋面气旋降水的最大降水率出现在近地面 ,而中尺度强降水的最大降水率出现在低空 (3.0～ 3.5km) ,表明两者之间的降水微物理过程存在差别。TRMMLIS探测结果表明 :闪电活动均发生在冷锋的强对流降水云团中 ,暖锋中虽有强对流降水 ,但无闪电活动 ;闪电活动频数高所对应的降水廓线中、上部存在大量的冰相粒子。     

Investigation of directional hydraulic fracturing based on true tri-axial experiment and finite element modeling

The initiation and propagation of directional hydraulic fracturing (DHF) was investigated based on true tri-axial experiment and finite element modeling. The influences of notch angle, notch length and injection rate on the DHF were investigated. The initiation and propagation of DHF was modeled by a 3D nonlinear finite element method. A comparison between experimental investigation and numerical modeling results indicates that there is a good correlation between unbalanced force (UF) and fracturing. UF can be used to predict the hydraulic fracture initiation and propagation.