地层温度对科学超深井井壁稳定的影响          下载免费PDF全文

张培丰 《探矿工程》2011,38(10):1-5

井壁稳定问题包括井壁坍塌和地层破裂2种基本类型,科学超深井钻探的目的层是处于高地应力、高地温和高地层压力的深部岩层,井壁稳定问题更加突出。以12000 m科学超深井为例,从地层温度入手,分析钻井液循环温度变化所引起的当量静态钻井液密度和环空压力当量密度的变化,以及温梯应力、温差应力对井壁稳定的影响。  相似文献   

破碎地层孔壁稳定技术的探讨与实践          下载免费PDF全文

胡继良  陶士先  纪卫军 《探矿工程》2011,38(9):30-32,64

在破碎地层钻探施工中,提高破碎带地层破碎岩块之间的胶结力、快速封堵地层裂缝形成完整孔壁及适当的冲洗液密度是破碎地层孔壁稳定的关键。防塌型随钻堵漏剂、改性沥青的加入能有效封堵地层裂缝,提高孔壁承压能力。LBM冲洗液体系和接枝淀粉冲洗液体系具有良好的造壁性能和流变性能,在破碎地层施工中取得良好的使用效果。  相似文献   

汶川8．0级地震序列时空分布研究     

姜振泉  刘芙荣  徐瑞朋 《西安地质学院学报》2011,(4):428-433

基于四川防震减灾信息网以及中国地震台网中心、中国地震信息网、国家地震科学数据共享中心提供的汶川8．0级地震目录资料,对2008年S月12日至2010年3月1日共1613次3．0级及以上余震的地震序列进行了时空分布分析。结果表明：汶川8．0级地震的余震大致可分为7个阶段,主震后18天应列为大地震强余震发生的警戒时间;地震序列的b值为0．751,印证了在类型相同的情况下主震震级越大b值越高的观点;地震序列的P值为1．117,与全球地震衰减速率相当;汶川地震的余震分布主要沿龙门山断裂走向北东向扩展,且具有明显分区性,自南向北分为南、中、北3区段,南区为地震起始破裂段,地震后期余震则主要分布在北区;震源深度分布在10～40km,集中在10～20km,表明龙门山断裂主要发生在中上地壳,且震源深度由南向北呈现逐渐变浅的趋势;震源深度扩展,南区呈明显脉冲状,中区主要是依次由15、30、25km深度向深、浅层同时扩展,北区余震深度分布呈“乙”字型,最后稳定在15km左右。  相似文献   

青海木里冻土区水合物稳定带的特征研究——模拟与钻探结果对比   总被引：4，自引：1，他引：3       下载免费PDF全文

金春爽  乔德武  卢振权  祝有海  张永勤  文怀军  李永红  王平康  黄霞 《地球物理学报》2011,54(1):173-181

基于青海木里冻土区的气体组成、钻孔泥浆的温度测量数据等对该区水合物稳定带的顶底深度进行了模拟计算,并将计算结果与钻探揭示的水合物产出深度进行了对比.模拟计算的水合物顶深在148.8～122.7 m 间,底深在324.6～354.8 m间,水合物厚度在175.8～232.2 m间,钻探揭示水合物及其异常产出在133～39...  相似文献   

桂平市气象参数对大气环境评价的影响     

杨玉静 《气象研究与应用》2011,32(4):54-56,76

通过收集可代表桂平市气象条件2010年的气象资料,对该气象站的不同观测频率气象参数的统计结果进行了对比分析,得出风向频率玫瑰图、污染系数图、大气稳定度,并论述了其对大气环境评价的影响,得出桂平市的大气输送通道。  相似文献   

基于改进型图像信息方法的汶川地震前电离层参量时空特征研究   总被引：2，自引：2，他引：0       下载免费PDF全文

武安绪  张永仙  周元泽  张小涛  李国江 《地球物理学报》2011,54(10):2445-2457

震前加速破坏阶段地壳岩石破裂过程中可能辐射电磁信号,提取与之相关的电磁信号异常有助于认识地震孕育及破坏过程,从而为防震减灾提供支持.本文提出了改进型图像信息方法(Modified Pattern Informatics Method,MPI方法),并用于汶川地震前电离层参量时空特征信息的提取.通过分析对比处理前后的DEMETER电磁卫星时空图像可以发现,原始时空图像一般存在季节性和空间性的变化规律,较难获得有意义的信息;而采用MPI方法处理后,则发现汶川大地震前,电离层参量存在明显的异常变化.从而,证明了MPI方法具有消除背景趋势、突出短期变化的能力,可以有效地提取强震相关的电磁前兆信息.  相似文献   

A channel head stability criterion for first‐order catchments     

Péter B. Sólyom 《地球表面变化过程与地形》2011,36(4):533-546

The present analysis derives a stability criterion for long‐term equilibrium channel heads. The concept of finite perturbation analysis is presented, during which the surface is subjected to perturbations of a finite amplitude and resulting changes in flow path structure and slope are computed. Based on these quantities the analysis predicts whether the perturbed location is going to erode, be filled in or remain steady. The channel head is defined geometrically as the focus point of converging flow lines at the bottom of hollows. It is demonstrated that stability at the channel head grows out of the competition between the rate of flow path convergence and the degree of profile concavity. Analytical functions are derived to compute channel head‐contributing area and ‐slope, flow path convergence and profile concavity as a function of perturbation depth, distance from the crest and the initial slope. In a numerical model these quantities point to the long‐term equilibrium channel head position, which is shown to depend also on the width to length ratio of hollows. It is also demonstrated that the equilibrium channel head position is sensitive to the base‐level lowering/non‐dimensional slope length ratio and to the slope of the initial topography. Morphometrical measurements both in the field and on simulated topographies were used to test the theoretical predictions.  相似文献   

Evaluating restoration of man‐made slopes: a threshold approach balancing vegetation and rill erosion     

Mariano Moreno‐de las Heras  Rubén Díaz‐Sierra  José M. Nicolau  Miguel A. Zavala 《地球表面变化过程与地形》2011,36(10):1367-1377

The management of reclaimed slopes derived from industrial and civil activities (e.g. surface mining and road construction) requires the development of practical stability analysis approaches that integrate the processes and mechanisms that rule the dynamics of these ubiquitous emerging ecosystems. This work describes a new modelling approach focused on stability analysis of water‐limited reclaimed slopes, where interactive relationships between rill erosion and vegetation regulate ecosystem stability. Our framework reproduces two main groups of possible trends along the temporal evolution of reclaimed slopes: successful trends, characterized by widespread vegetation development and the effective control of rill erosion processes; and gullying trends, characterized by the progressive loss of vegetation and a sharp logistic increase in erosion rates. Furthermore, this analytical approach allows the determination of threshold values for the state variables (i.e. vegetation cover and rill erosion) that drive the system's stability, facilitating the identification of critical situations that require specific human intervention (e.g. revegetation or, in very problematic cases, revegetation combined with rill network destruction) to ensure the long‐term sustainability of the restored ecosystem. The application of our threshold analysis framework in Mediterranean‐dry reclaimed slopes derived from surface coal mining (the Teruel coalfield in central‐eastern Spain) showed a good field‐based performance. Therefore, we believe that this model is a valuable contribution for the management of water‐limited reclaimed systems, including those associated with rill erosion, as it provides a tool for the evaluation of restoration success and can play an important role in decision‐making during ecosystem restoration in severely disturbed landscapes. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

A parameterization of the wavelength of tidal dunes     

Paolo Blondeaux  Giovanna Vittori 《地球表面变化过程与地形》2011,36(9):1152-1161

The idealized model of Besio et al. (On the formation of sand waves and sand banks. Journal of Fluid Mechanics 2006; 557: 1–17) is used to predict the wavelength of tidal dunes (sand waves) generated by tidal currents in estuaries and shallow seas. The predictions are then analysed and a formula is proposed to estimate the wavelength of tidal dunes as a function of the parameters of the problem. The wavelength of the dunes is found to increase when the water depth is increased and/or the strength of the tidal current is decreased. On the other hand, the size of the bottom material (if medium sand is considered) and the tidal ellipticity are found to have a relatively small influence on the length of the bottom forms. The formula proposed provides results which are consistent with field observations of different authors. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

南京地区地球物理场与地震构造稳定性   总被引：2，自引：1，他引：1       下载免费PDF全文

熊振  李清河  王良书  周彩霞 《地震学报》2011,33(5):624-636

岩石圈的不均衡状态是地球物理场存在差异的原因,对区域地球物理场进行分析,可以了解岩石圈的不均衡及其构造活动的背景.本文在对南京地区地震地质环境分析的基础上,通过重力异常、地热场、深部速度结构、天然地震层析成像等地球物理资料进行系统分析,研究它们与本区地震构造稳定性的关系;分析研究地震活动,从现今地壳运动速度场与地壳形变...  相似文献