中国东西部地貌边界带晚新生代构造变形历史与青藏高原东缘隆升过程初步研究

中国东西部地貌边界带横跨青藏高原东部与扬子地块,成为我国大陆Ⅰ级构造地貌陡变带和地球物理变异带。根据地表构造形迹的组合特征,地貌边界带由3个主要形变系统组成,从北到南它们是:东昆仑—岷山左旋走滑-冲断系统、龙门山—龙泉山冲断-推覆系统、鲜水河—安宁河左旋走滑-冲断系统等。在综合分析各构造系统的组成、变形特征、变形年代学和演化过程等基础上,提出了青藏东缘晚新生代阶段性构造演化模式。指出,晚中新世至早上新世时期,强烈的走滑-冲断变形主要发生在地貌边界带中南段,导致鲜水河—安宁河走滑-冲断系统和龙门山—龙泉山冲断-推覆系统的形成和发展,而东昆仑—秦岭断裂系则以走滑伸展变形为主,沿西秦岭构造带发育走滑拉分盆地和幔源火山喷发活动。晚上新世—早更新世时期,构造运动性质发生了南北反转,强烈的走滑挤压活动主要集中在北段东昆仑—岷山走滑-冲断系统,岷山隆起带在此时期强烈活动而快速崛起;青藏高原东南缘鲜水河—安宁河走滑断裂系统则以走滑伸展变形为主,在深切河谷中发育了昔格达河湖相沉积。中更新世以来,构造形变系统以挤压剪切为主,兼具正向倾滑活动,局部发生断陷作用。基于攀西地区深切河谷的构造地貌分析,提出了青藏东南缘晚新生代4-阶段隆升模式。     

2000—2001年商丘严重春旱成因分析

2000—2001年商丘市乃至北方大部分地区连续出现历史上最严重的春旱。分析结果表明：巴尔喀什湖到贝加尔湖地区以及我国东北一带高度场较常年同期异常偏高，暖性高压脊在这一带的频繁出现和发展，主导环流系统为高压脊且长时间维持，是造成2000—2001年春旱的主要原因；偏低的赤道东太平洋海温和太阳活动异常是造成2000—2001年春旱的间接原因。     

On evolution of bed material waves in alluvial rivers

Field and laboratory measurements have shown distinct characteristics of bed sediment waves under differing conditions, whilst their theoretical interpretation has emerged to be equivocal. This note aims to clarify the interpretation of evolution of bed material waves. The complete set of governing equations for the flow–sediment–morphology system is deduced to demonstrate its universally hyperbolic nature, irrespective of the sediment transport functions implemented to close the equations. The hyperbolic nature can admit not only attenuating bed material waves, but also shock‐like waves that are not unusual in the real world. It is suggested that the theory of dispersion/diffusion is not universally appropriate for evolution of bed material waves. Copyright © 2003 John Wiley & Sons, Ltd.     

Body-wave dispersion: Measurement and interpretation

Generalizing previous studies on short-period data, it is shown that body-wave dispersion can be measured from broad-band records of earthquakes of moderate magnitude. The method is based on the direct measurement of the arrival time of the frequency components of a seismic wave, and the arrival time is defined by its expectation value. The frequency components of the signal are obtained through a narrow band-pass filtering process. Previous to any interpretation, a correction of the arrival time for instrument response and group delay of the filter is needed. In the first step, body-wave dispersion is related to an absorption band to account for intrinsic attenuation, and thereafter we generalize this interpretation by considering a cascade of filters to account for medium parameters (attenuation and a layered crust) and source parameters (source time function and finiteness of fault). An inversion scheme to obtain the filter parameters can be devised by following, in a formal way, the same procedure as for the case of surface wave dispersion.     

Frequency-dependence of velocity and attenuation of elastic waves in granite under uniaxial compression

Velocity as well as attenuation factorQ ^–1 ofP-wave in a dry granitic rock sample under uniaxial compressions were measured in the range of frequency between 100 kHz and 710 kHz by using the pulse transmission technique. Above the stress of 0.5 _f , where _f is the fracture stress, theP-wave velocity decreases with increasing axial stress, whereasQ ^–1 increases. Particularly, the change ofQ ^–1 is greater for high frequency than for low frequency. At a given stress level, the higher the frequency, the higher theP-wave velocity and the largerQ ^–1. This result means that the velocity decrease with increasing stress is smaller for higher frequency. Because of this frequency-dependence of velocity decrease, theP-wave in the rock under dilatant state shows dispersion. The body wave dispersion is more remarkable at higher stress, and is not found in a homogeneous material with no cracks. Thus the disperison is attributed to the generation of cracks. When the frequency-dependence ofQ ^–1 is approximated asf ⁿ in the present frequency range, the exponentn takes a value from 0.63 to 0.77.     

Stratigraphic filtering

A plane-wave signal traveling at normal incidence through the earth's sedimentary layers attenuates, spreads, and changes waveform as it propagates, partly in response to stratigraphic filtering resulting from the buildup in the medium of intrabed multiples caused by the layering, and partly in response to absorption. This paper consists of a review of one-dimensional stratigraphic filtering. The action of stratigraphic filtering resembles that of absorption, and the filter's spectrum can be characterized by an effective quality factor. A comparison between the spectra of field data and synthetic data derived from absorption-free one-dimensional models suggests that in some geologic formations, stratigraphic filtering causes a significant fraction of the total attenuation evident on seismic records. In such studies, however, the simplicity of one-dimensional models leaves some uncertainty regarding the generality of the results. Nonetheless, one-dimensional stratigraphic filtering can serve as a useful metaphor that provides insight into the workings of more complex multi-dimensional scattering models.     

海南岛新海湾海滩地貌状态与海岸泥沙纵向运动特征

根据１９９０年现场调查及前期观察资料，论述了海南岛新海弧形海湾不同岸段由主要动力驱动过程和海滩地貌结构组成的４种海滩地貌状态，为Ⅰ．隐蔽段消散类型，Ⅱ．脊－沟体系与低潮台地类型，Ⅲ．韵律海滩与砂坝类型，Ⅳ．开敞段消散类型。应用泥沙粒级参数概率模型分析近岸泥沙纵向运动趋势，结果表明，常波况下，沿岸泥沙存在双向运动，湾顶海滩为汇集地带，泥沙纵向运动主趋势为西南向；高能条件下，海岸北段可出现北向泥沙运动     

海洋内波垂向结构的一种数值算法

依据由海上实测资料得到的海水密度、声速及浮性频率随深度的分布等数据，数值求解线性内波垂向问题方程，确定了其主要模态的弥散关系及其特征函数。     

Numerical Model of Internal Solitary Wave Evolution on Impermeable Variable Seabed in A Stratified Two-Layer Fluid System

1.IntroductionIn mathematics and physics,a soliton is a self-reinforcing solitary wave caused by nonlinear ef-fectsinthe medium.Solitons are found in many physical phenomena(Chou and Shih,1996;Chouand Quyang,1999;Chouet al.,2003;Chenet al.,2004;Wang,2004;…