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51.
南阳盆地特殊震相研究   总被引:1,自引:0,他引:1  
南阳盆地内发生的地震在仪器记录图上与其他地震波形有所不同,在直达横波正常出现后立即开始衰减,紧接着二次出现大振幅、大周期波形。对此进行了分析,证明在南阳地区地壳中存在一个硬度较大的界面,地震波到达该界面时发生反射,反射波与直达波叠加,即出现了第二个较大振幅的波形。  相似文献   
52.
Recent interest in the Ramsey phase-transition hypothesis is examined and dicussed with reference to the ideas of plate tectonics. Modern data on the densities and likely central pressures of the terrestrial planets combined with the occurence of planetary magnetism in the Moon and Mercury are shown to conflict with the Ramsey phase-transition hypothesis.  相似文献   
53.
针对目前的数据库系统无法发现数据中存在的关系和规则,阐述一些空间关联规则的相关概念,提出空间关联规则提取算法——逐步求精的挖掘算法,并进行详细描述,然后用实例验证该算法的可行性。  相似文献   
54.
将PE方法与地震数值模拟方法相结合研究了中尺度涡影响下目标地层成像的畸变.模拟了不同声源频率、不同水深条件下的地震波场.计算结果发现,中尺度涡的存在使得真实地形结构无法在地震成像中反映,而且地震成像畸变随着海水深度、震源频率的增加而增大.机理分析表明,中尺度涡所带来的水体温度梯度变化是产生地震成像畸变的主要因素.为了便于工程应用,本文还推导了有效涡强度、温度差与地形畸变率的关系式.本文的研究结果将对提高深海地震成像精度有一定的指导意义.  相似文献   
55.
A new experimental model has been designed to simulate the influence of a natural fracture network on the propagation geometry of hydraulic fractures in naturally fractured formations using a tri-axial fracturing system. In this model, a parallel and symmetrical pre-fracture network was created by placing cement plates in a cubic mold and filling the mold with additional cement to create the final testing block. The surface of the plates will thus be weakly cemented and form pre-fractures. The dimension and direction of the pre-fractures can be controlled using the plates. The experiments showed that the horizontal differential stress $\Updelta \sigma$ and the angle $\Updelta \theta$ between the maximum horizontal principal in situ stress and the pre-fracture are the dominating factors for the initiation and propagation of hydraulic fractures. For $\Updelta \theta = 90^\circ$ and $\Updelta \sigma \ge 2{\text{ MPa}}$ or $\Updelta \theta = 60^\circ$ and $\Updelta \sigma \ge 4{\text{ MPa}}$ , the direction of the initiation and propagation of the hydraulic fractures are consistent with or deviate from the normal direction of the pre-fracture. When the hydraulic fractures approach the pre-fractures, the direction of the hydraulic fracture propagation will be consistent with the normal direction of the pre-fracture. Otherwise, the hydraulic fracture will deflect and perpendicularly cross the parallel and symmetric pre-fracture network. For $\Updelta \theta = 90^\circ$ and $\Updelta \sigma < 2{\text{ MPa}},\,\Updelta \theta = 60^\circ$ , and $\Updelta \sigma < 4{\text{ MPa}}$ or $\Updelta \theta = 45^\circ$ and $\Updelta \sigma = 4 - 8{\text{ MPa}}$ , before the hydraulic fracture and the pre-fractures intersect, the direction of the hydraulic fracture propagation remains unchanged, and the pre-fractures open or dilate when the hydraulic fracture propagates to the intersection point, forming a complicated hydraulic fracture network with the propagation region of the overall hydraulic fracture network taking the shape of an ellipse. In this condition, the complexity level of the hydraulic fracture is controlled by the net pressure, the compressive normal stress acting on the pre-fractures, the shearing strength and the cohesion strength of the planes of weakness. The conclusions of this research are inconsistent with the formulation of the approach angle that has been widely accepted by previous studies. The principle of hydraulic fracture propagation is that it follows the least resistance, the most preferential propagation, and the shortest propagation path.  相似文献   
56.
首先回顾了火星重力场探测的历史、各有关探测器的轨道特征和获取的资料情况,特别对最成功的MGS项目的情况作了详细介绍。然后对确定火星重力场模型过程中的有关问题作了介绍,包括动力学模型、三体摄动问题、太阳光压和大气阻力模型等。重点介绍了其中的先验条件和求解重力场的算法,后者主要介绍GSFC采用的最小二乘法和先验约束方法及其数据定权和误差校准的经验。文中还对火星重力场与地形学进行了比较分析,并对火星重力场时变性的探测与研究作了重点讨论。最后对火星重力场探测中存在的主要问题作了详细讨论,并展望了我国第一颗火星探测器"萤火一号"对火星重力场研究的可能贡献。  相似文献   
57.
A third installment in a series of articles devoted to the compilation of transformed images focuses on computer-assisted numerical image transformations. Particular attention is devoted to algorithms developed by Tobler, Tikunov, and Pikin; Tikunov; White and Griffin; Kadmon and Shlomi; Petrov, Serbenyuk, and Tikunov; and Dougenik et al. Advantages and shortcomings of each of these methods are compared and a new algorithm is unveiled that is designed to eliminate some of the extant deficiencies in image transformation.  相似文献   
58.
作为活化的古老克拉通,华北地区的地震活动非常频繁。上世纪60年代以来,华北地区曾经发生了1966年邢台M7.2,1975年海城M7.3和1976年唐山M7.8等地震。2012年5月28日,在唐山地震震源区又发生了M4.8地震,引起了国内外地学界的广泛关注和争议。争议的焦点在于此次地震是1976年唐山地震的余震,还是唐山地区乃至整个华北地区新一轮地震活动开始的预兆。本文利用华北地区过去40多年的地震活动资料,研究了邢台、海城和唐山地区的地震活动。研究结果显示,邢台、海城和唐山地区过去30多年的小震活动明显高于这些地区大震前的地震活动及华北地区的背景地震活动,应是余震。同时由GPS资料计算的邢台、海城和唐山地区的地壳水平应变率也明显高于华北地区的背景值。这些小震活动和地壳水平应变率同时表明邢台、海城和唐山强震区的余震数十年后仍在持续。震后粘性松弛可能是华北地区长时间余震持续的主要原因。  相似文献   
59.
60.
坡面草被覆盖对坡沟侵蚀产沙过程的影响   总被引:13,自引:0,他引:13  
By scouring experiments, the changeable process and characteristics of sediment yield in the hillslope-gully side erosion system with different coverage degrees and spatial locations of grass were studied. Five grass coverage degrees of 0, 30%, 50%, 70%, 90%, three spatial locations of grass (upslope, mid-slope, low-slope) and two water inflow rates of 3.2 L/min, 5.2 L/min were applied to a 0.5 by 7 m soil bed in scouring experiments. Results showed that the sediment yield decreased with the increase of grass coverage degree at 3.2 L/min water inflow rate in scouring experiments and the sediment yield with different grass locations on the sloping surface was in the order of upper > middle > lower. At 5.2 L/min water inflow rate, the differences of sediment yield among various grass coverage degrees were increased, whereas the changeable tendency of sediment yield with different grass locations on the whole sloping surface was not very obvious. The proportion of sediment yield from the gully side increased in an exponential relationship with the increase of grass coverage degree. When the grass was located on the lower position of hillslope, the influence for accelerating gully erosion is the greatest. Foundation: National Basic Research Program of China, No.2007CB407201; National Key Technology R&D Program, No.2006BAB06B01-06; Science and Technique Development Foundation of YRIHR, No.200603 Author: Li Mian (1968–), Ph.D and Senior Engineer, specialized in soil erosion.  相似文献   
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