岩浆混合作用——来自甘肃北山的野外证据   总被引：4，自引：0，他引：4       下载免费PDF全文

梁明宏  周兴安  龚全胜  李海林 《甘肃地质》2002,11(1):44-49

在 1∶2 5万马鬃山幅区调填图和方法研究工作中 ,通过观察到的一些与岩浆混合模式相关的现象 ,指出暗色微粒镁铁质包体是岩浆混合作用的有利证据 ,讨论了与花岗岩侵入体相关的镁铁质小岩体混合成因的可能性 ,认为岩浆混合作用在造山带岩浆活动中是一种极为普遍的现象。  相似文献   

对沉积混杂作用和沉积混杂岩的再认识     

张世涛  冯庆来 《云南地质》2001,20(1):34-38

回顾了沉积混杂碉的研究历史，指出了沉积混杂岩的分布位置和形成机制，重新给出了沉积混杂岩的定义，依据沉积混杂作用的不同方式划分为四种类型，重力垮塌和重力汉混杂作用，冰筏混杂作用，古喀斯特混杂作用和损落混杂作用，最后探讨了海底混杂岩块的来源和搬运方式。  相似文献   

Hybrid vibration experiments with a bridge foundation system model   总被引：3，自引：0，他引：3  

Hiroshi Kobayashi  Keiichi Tamura  Shunsuke Tanimoto 《Soil Dynamics and Earthquake Engineering》2002,22(9-12):1135-1141

In order to improve seismic design technology of bridges, it is necessary to evaluate the vibration characteristics of a bridge–soil system that consists of soil, foundation structure, pier and superstructure. However, there have been few experimental studies on seismic behavior of bridge–soil system. In this paper, we conducted the hybrid vibration experiment on seismic behavior of bridge–soil system, and examined the applicability of hybrid vibration experiment to study seismic response of bridge–soil system. Based on the experiment results, seismic response of bridge was quantitatively studied.  相似文献   

二维全球气候模式的发展——由对流层向平流层的扩展          下载免费PDF全文

莫文涛  李维亮 《应用气象学报》1994,5(2):158-167

采用Arakawa的σ-p混合坐标，将李维亮等人发展的一个二维全球原始方程模式由对流层扩展到平流层中层(10 hPa)。垂直分层采用等lnp方案。发展后的模式不仅在计算上具有很好的稳定性，而且能较好地模拟平均温度场、平均纬向风场和平均经向风场及其季节性变化。同时，在模式对流层之上加上平流层后改善了对流层上层环流的模拟。  相似文献   

Discontinuous behaviour near excavations in a bedded salt formation     

J. C. Stormont 《Geotechnical and Geological Engineering》1990,8(1):35-56

Summary Discontinuous behaviour is being observed and measured in the vicinity of excavations constructed in a bedded salt formation 650 m below ground surface for the Waste Isolation Pilot Plant (WIPP) Facility. The 2 m thick salt layer in the immediate roof acts as a beam, shearing along a thin overlying anhydrite/clay seam. Vertical separations between the immediate roof layer and the overlying strata are often observed at the anhydrite/clay seam above the centre of excavations of larger span (11 m). The floor of the excavations is comprised of a 1 m thick salt layer underlain by a 1 m thick predominately anhydrite layer (referred to as MB139). Fractures in MB139 develop beneath most excavations, with increased fracture frequency with drift span and age. In the excavations of larger span (11 m), MB139 eventually debonds along the underlying clay layer. The salt layer overlying MB139 develops both shear and tension failure. In a few locations below excavations of large span, continuous fracture systems are developing from rib to rib through MB139 and the overlying salt. In the ribs, there is limited fracturing within the first metre of most larger excavations. Vertical fractures develop in pillars at most intersections. The discontinuous behaviour is qualitatively consistent with analyses of the formation behaving as a layered medium (elastic beam analysis) and limited tensile and compressive failure of the rock salt. The significance of the discontinuous behaviour is that it can dominate the effective fluid transport properties of the formation near the excavation, and therefore requires consideration in the design of repository seals. Discontinuous behaviour must be monitored and is an important factor in the maintenance programme designed to assure a safe underground environment.  相似文献   

云状判断中易出现的几种误记          下载免费PDF全文

陈亚利 《山西气象》2003,(1):25-26

春干旱、夏高温、秋阴雨是对临汾丘陵旱地区杂交玉米制种危害最大的3种灾害性天气。根据十多年的制种实践，提出了从抓改革耕作制度，增施有机肥等培肥地力，提水保墒，确保按期播种，培育壮苗，提高制种田的抗灾能力，以求这一地区杂交玉米制种平稳、健壮发展。  相似文献   

磁场重联中离子轨道的混合模拟研究   总被引：5，自引：3，他引：5       下载免费PDF全文

贾英东  李毅  王水  葛亚松 《地球物理学报》2003,46(2):145-151

在使用2.5维混合模拟方法研究了Petschek模型稳态驱动磁场 重联演化的基础上， 本文考察了计算域内各典型区域中粒子分布函数的变化，描绘了重联区不同位置几种类型的 非Maxwell分布函数. 结果表明，磁场重联会将重联区少部分粒子加速到很高的能量，不同 加速程度的粒子将形成球壳状的速度分布. 粒子的轨道特征表明，在重联区中出流的粒子， 有一部分被磁镜捕获，其回旋半径大于重联区宽度，并构成整个流体速度的低速部分. 另外 ，在X中性点附近进入重联区的粒子沿磁力线向出流区以三种形式漂移，分别为：沿磁力线 逃逸、捕获在磁镜中随流体运动、横越磁力线漂移，其比例分别约为70%，20%和10%。  相似文献   

螺旋坐标下的因子分解合成炮叠前深度偏移          下载免费PDF全文

张文生  张关泉 《地球物理学报》2003,46(4):520-525

在合成炮叠前深度偏移的基础上，提出了一种高效的合成炮叠前深度偏移方法，即在螺旋坐标下用因子分解进行波场外推的混合法. 用因子分解进行波场外推分为因果过程和反因果过程两个显式求解过程. 这种螺旋坐标下的显式求解过程,提高了波场外推的效率. 根据相位编码原理,对多个射线参数的合成波场进行了编码叠加,基于射线参数实现了MPI并行计算,进一步提高了计算效率. 在推导了有关公式并进行定量分析之后,对Marmousi复杂模型进行了计算,并作了比较,结果表明本文方法具有精度高和速度快的特点,可用于实际资料的计算.  相似文献   

高精度混合法叠前深度偏移及其并行实现   总被引：13，自引：2，他引：13       下载免费PDF全文

张文生  关泉  宋海斌 《地球物理学报》2001,44(4):542-551

叠前深度偏移是复杂构造成像的重要手段.本文基于波场分裂理论,首先给出了波场延拓的一般方程,即一个上下行波的耦合方程组.通常所用的波场延拓方程就是该耦合方程组的特例.根据平方根算子的近似,推导了一种新的高精度混合法偏移方法,用分裂法即可进行计算.通过对一个横向强烈变速模型的叠后偏移及Marmousi复杂构造模型的叠前偏移计算,说明了方法的有效性,精度较高.采用MPI并行编程实现并行计算,提高了计算效率.该方法可用于对横向强烈变速的复杂构造的精确成像.  相似文献   

Influence of longwall support on the occurrence of roof cavities     

A. Vervoort 《Geotechnical and Geological Engineering》1988,6(4):313-326

Summary The forming of roof cavities in longwall faces is a complicated process. A likely explanation for this process is the presence of relaxed zones in the first beds of the roof above and ahead of the support. If existing or potential fissures are allowed to open through insufficient constraint, the block of roof delimited by these fissures will collapse. An increasing unsupported distance, an increasing distance between the face and the first row of legs, a lower vertical bearing force and a lower support pressure on the roof will increase the extent of the relaxed zones. These effects are investigated through underground observations and numerical modelling.Supplementary to this local influence, there is also a spatial relation between the support characteristics of one element in one coal step and the occurrence of fall outs in the roof uncovered by the next coal steps (3 on average) and above the neighbourhood elements (2 to 4 on average). It is probable that, once a cavity is formed, it is extended easily (in the two directions), until appropriate measures are taken.  相似文献