苍山5．2级地震前地震波速比的异常变化

本文对苍山５．２级地震前，鲁南地区地震波速比的时、空分布特征进行了分析，发现５．２级地震前，该区波速比的时、空分布都出现了较明显的低值异常。时间分布的异常形态为下降—低值—恢复—发震。空间分布则为近似圆形的低值异常区。异常区外围地区显示地震平静。苍山５．２级地震前，我们曾根据该区的波速比异常变化，对鲁南地区提出了预报意见。     

A note on permeability changes in geologic material due to stress

Summary Stress produces framatic changes in fluid permeability of geologic materials. An increase of nearly threefold occurred in granite at high stress, an increase of 20 percent in sandstone, and a hundredfold decrease in compacted sand. Permeability of sand and sandstone did not follow the effective stress law. Flow along joints was very sensitive to effected stress changes, a fourfold change being caused by as little as 1.0 MPa.     

Low enthalpy geothermal energy resources in Denmark

The deep oil exploration drillings in Denmark have shown that especially the Danish Embayment contains low enthalpy geothermal resources associated with warm aquifers. The most promising reservoirs have been found in highly permeable Upper Triassic sand and sandstone beds, which cover at least 5000 km² at depths of 2000–3000 m and at temperatures of 60–100°C. The porosity of the main reservoir is of 15–25%, and the permeability is presumed to be approximately 1 darcy (10^–12 m²) or higher. A layer thickness of 30–60 m has been observed on a number of localities. Also the Middle Jurassic and the Lower Triassic contain reservoirs of interest. A major geothermal exploration work is planned with seismic investigations, drillings to depths of 2000–4000 m and probably establishment of pilot district heating plants.     

一次α中尺度低涡暴雨的数值模拟

用WRF模式对2007年4月21—22日的一次中α低涡暴雨过程进行了高分辨率模拟,结果表明:(1)该低涡的产生与湖北西部的地形条件有一定的联系,低压倒槽系统为其提供了必要的环流背景,反演自FY-2 C卫星的TBB资料较好地反映了该中α低涡的整个活动过程。(2)对低涡发展最强阶段的动力和热力结构分析表明,低涡右侧为较强的上升运动,而其左侧则为下沉运动,在中低层冷空气上部有南侧暖湿空气上爬造成的次级上升运动;低涡左侧存在较明显的湿斜压锋区,后部则有明显的干冷气切入;南风风量对总体水汽输送的贡献要大于西风风量。(3)WRF模式中NOAH和热扩散陆面方案的对比分析表明,NOAH方案更加有利于低涡中心的发展,因此能够产生较热扩散方案更强的中心区降水,但是这种增强作用主要分布在低涡区附近,其他地区差别不大。     

1994年江淮地区首次区域性春季暴雨诊断分析

分析了１９９４年４月１９～２０日春季暴雨主要是由对流层中低层低涡和地面静止锋共同作用的结果，侧重于对低空急流的形成与变动和熵平衡方程的诊断分析，能量场与该次暴雨有很好的相关性     

单井混合抽水试验分层计算含水层渗透系数测试研究

本文根据施普德混合抽水试验的基本计算原则,在既无观测孔、也无法分层止水的情况下,对新疆焉耆盆地南部山前5号水井,开展了单井混合抽水试验分层计算含水层渗透系数的测试研究。首先采用图解法原理,计算出混合水井下部承压含水层的静止水位为47.232 m,并绘制了该含水层的Q-S曲线。在此基础上,分层计算得到了承压含水层的渗透系数Kb=6.968m d-1,潜水含水层的渗透系数Ka=4.979m d-1。通过与实际抽水试验计算结果的对比分析,验证了该方法的有效性和准确性,可为单井混合抽水试验分层计算含水层渗透系数提供参考。     

Vertical ground motion analysis for submerged pore-elastic media with random void ratios

Recently, very strong vertical ground motions have been recorded during several earthquakes. The vertical motions are the consequence of compressional stresses which are mainly transmitted by pore fluids. For linear elastic analysis of a submerged soil layer, the permeability has a very minor effect on shear-wave response for which pore fluids are not taken into account. But on compressional-wave response, the permeability dominates the damping effect and is thought as the principal influential factor from pore fluids. In this study, the effect of changing permeability on damping is explored. In practice it is harder to obtain the coefficient of permeability, κ, than to measure the void ratio, e. In order to evaluate the permeability and explore its influence on vertical shaking, the formula relating κ–e for the saturated soil is selected for a 1D submerged pore-elastic model subjected to vertical sine-wave loading. The random, linear, linear-plus-random, logarithmic, and log-plus-random depth functions of void ratio are taken into account in this study. The intrinsic error due to the use of the arithmetic mean of permeability for a certain area with a heterogeneous distribution of permeability has also been assessed. Numerical simulations show that the five depth distributions of void ratio all result in the extra viscous forces. The damping effect on vertical shaking is mainly controlled by the harmonic mean of permeability and spatial distribution of permeability rather than the arithmetic mean of permeability. The harmonic mean is more appropriate than the arithmetic mean to be the representative permeability, because the damping coefficient is inversely proportional to permeability.     

低电阻率油气层物理参数变化机理研究

研究了淡水环境下富含粘土矿物、细颗粒砂岩低电阻率油气层. 分析了粘土的附加导电性,认为粘土质量百分数高且富含伊利石和蒙脱石的地层中,若地层水质量浓度小于15g/L等效NaCl盐溶液时,粘土的附加导电性是造成油气层电阻率低的首要原因. 同时分析了细颗粒、粘土质量百分数不高的储层,高的毛细管压力使束缚水饱和度很高,同样能形成低电阻率油气层. 储层中粘土质量百分数的多少对储层岩石电性特征(I-Sw曲线形态)有重要影响,可用于指导测井资料解释模型的选择.     

Numerical simulation of damage–Permeability relationship in brittle geomaterials

Finding a coupling model between a hydraulic parameter such as permeability and a mechanical parameter such as damage is the key element for several recent engineering problems. A review of the technical literature reveals that several mechanical constitutive laws exist which allow determining a damage tensor for a damageable porous material under loading. But the present work develops a method to deduce the permeability change due to the damage propagation.