地震干涉测量法近地表散射波分离技术

针对山地地震勘探数据低信噪比问题,近地表散射波分离意义显得尤为突出,地震干涉测量法为此提供了一种技术手段.本文将地震干涉测量理论和散射理论结合起来,导出了近地表散射波地震干涉测量表达式,分为互相关型和褶积型表达式,它们由实际波场和背景波场干涉测量构成.根据近地表散射波分离理论,结合陆上地震勘探实际观测系统,采用褶积和反褶积混合型地震干涉测量配置,用实际地震资料展示了近地表散射波分离技术的应用效果.经过理论分析和砾石区实际资料试验,表明地震干涉测量不仅能分离测线上散射源产生的散射波,而且能分离部分侧面散射波.该技术的优点在于它适应于起伏地形和不均匀近地表结构,并且不需要起伏地形和近地表速度信息.为了从实际资料中消除近地表散射波,本文采用多道匹配滤波自适应减法,在砾石区见到较好效果.     

探地雷达:浅表地球物理科学技术中的重要工具

探地雷达(GPR)是浅表地球物理科学技术中的一项重要手段.其重要性体现在它的应用广泛性和有效性.在工程检测、环境保护、文物考古、灾害救援、反恐安检、资源勘探、水文水利等科学技术领域中探地雷达都在发挥着其他手段无法取代的重要作用.关于探地雷达发展历史、基本系统及原理、信号处理与成像等方面的综述性文章已经很多.本文将重点评述作为浅表地球物理观测技术重要手段的探地雷达在几个基础地学与工程技术领域中的应用.这些方面包括沙漠中高大沙丘的内部结构与形成机理, 永久冻土的现状探测与演化预测, 民用基础设施(公路、桥梁、大坝、堤防)内部或地基内空洞及软弱带的检测, 以及地震灾害现场生命探测与救援.本文还将用一定篇幅评述探地雷达技术的变异形式(如钻孔雷达、探月雷达).评述将结合观测实例, 尤其是在中国大陆的实例.最后将就探地雷达技术现存的问题及发展方向提出个人见解.需要强调的是, 尽管本文以探地雷达的科研应用为主题, 浅表地球物理科技成果在各个领域的成功应用绝对不可能倚赖任何单一手段或方法.所有成功的实例都证明一定要强调某一方法为主, 其他手段为辅, 多手段、多方法的有效配合, 才有可能最大程度的减小探测结果的非唯一性, 提高准确度和精确度.     

基于背景噪声成像方法的新疆呼图壁储气库地区近地表速度结构研究

近年来,背景噪声成像方法在恢复高频面波信号及获取近地表速度结构方面得到了广泛的应用,本文将该方法应用于准噶尔盆地南缘的呼图壁背斜地区的呼图壁储气库.采用储气库及其周边区域22个台站记录的连续背景噪声数据的垂直分量,通过噪声互相关方法获得了台站对之间的瑞利面波经验格林函数,并进一步提取了0.5~1.5 s的基阶瑞利面波群速度频散曲线.首先根据区域平均频散曲线得到了该地区地下数百米的平均一维横波速度结构,然后利用基于面波射线路径追踪的面波频散直接成像方法得到该地区深度为500 m以上的三维横波速度结构.反演结果显示该地区沉积层较厚,整体横波速度值较小（0.4~0.9 km·s^-1）.储气库在地表投影区域的横波速度值较小,这可能是由于抽注水、气引起的沉积岩石裂隙所导致.储气库东北和东南方向均有明显的相对高速区,推测是区域地下水位和地形起伏综合作用的结果.本研究获得的近地表三维速度结构为呼图壁储气库地区的上覆地层物性研究、区域微震精定位、场地效应的评估和去除浅层影响的深部介质成像等研究提供了重要基础.

     

近地表密度估计的重力贝叶斯分析方法及在云南地区的应用

基于布格重力异常相对于地形起伏光滑分布的约束条件,从一维自由空气重力异常数据出发,采用贝叶斯方法估算近地表岩石密度,同时采用三次B样条函数拟合布格重力异常,获取光滑分布的布格重力异常.数据拟合和光滑约束之间的权重采用Akaike贝叶斯准则（ABIC准则）自动确定.均匀剖分模型和不均匀剖分模型数据试验都验证了该方法的有效性.相关参数评价表明,足够多的样条系数可以提高估计结果的准确性,样条系数的个数接近测点数时可获得较稳定的估计结果.增大异常的噪声水平时,ABIC准则可有效地自动增大先验光滑约束的权重.云南地区两条重力剖面应用结果表明,剖面沿线的近地表密度值起伏变化明显（达2.45~2.8 g·cm^-3）,前寒武纪和古生代地层密度相对较高（主要为2.53~2.75 g·cm^-3）,而中生代密度较低（2.45~2.73 g·cm^-3）;本文估计的近地表密度结果与区域物性资料及地表地质特征较吻合;估计的剖面布格重力异常具有光滑性;红河断裂两侧近地表密度差异较大,可达0.4 g·cm^-3.本文获得的两条剖面近地表密度结构和布格重力异常为该区深部结构与构造研究提供更可靠的重力基础数据.

     

Radiative Processes in the Stable Boundary Layer: Part II. The Development of the Nocturnal Boundary Layer

The interaction between radiation and turbulence in the stable boundary layer over land is explored using an idealized model, with a focus on the surface layer after the evening transition. It is shown that finer vertical resolution is required in transitional boundary layers than in developed ones. In very light winds radiative cooling determines the temperature profile, even if similarity functions without a critical Richardson number are used; standard surface similarity theory applied over thick layers then yields poor forecasts of near-surface air temperatures. These points are illustrated with field data. Simulations of the developing nocturnal boundary layer are used to explore the wider role of radiation. Comparatively, radiation is less significant within the developed stable boundary layer than during the transition; although, as previous studies have found, it remains important towards the top of the stable layer and in the residual layer. Near the ground, reducing the surface emissivity below one is found to yield modest relative radiative warming rather than intense cooling, which reduces the potential importance of radiation in the developed surface layer. The profile of the radiative heating rate may be strongly dependent on other processes, leading to quite varied behaviour.     

Effect of a submerged plate on the near-bed dynamics underincoming waves in deep water conditions

It is well known that wave induced bottom oscillations become more and more negligible when the water depth exceeds half the wavelength of the surface gravity wave. However, it was experimentally demonstrated for regular waves that the bottom pressure oscillations at both first and second wave harmonic frequencies could be significant even for incoming waves propagating in deep water condition in the presence of a submerged plate [16]. For a water depth h of about the wavelength of the wave, measurements under the plate (depth immersion of top of plate h/6, length h/2) have shown bottom pressure variations at the wave frequency, up to thirty times larger than the pressure expected in the absence of the plate. In this paper, not only regular but also irregular wave are studied together with wave following current conditions. This behavior is numerically verified by use of a classical linear theory of waves. The wave bottom effect is explained through the role of evanescent modes and horizontally oscillating water column under the plate which still exist whatever the water depth. Such a model, which allows the calculation of the velocity fields, has shown that not only the bottom pressure but also the near bed fluid velocity are enhanced. Two maxima are observed on both sides of the location of the plate, at a distance of the plate increasing with the water depth. The possible impact of such near bed dynamics is then discussed for field conditions thanks to a scaling based on a Froude similarity. It is demonstrated that these structures may have a significant impact at the sea bed even in very deep water conditions, possibly enhanced in the presence of current.     

Near-surface attenuation modelling based on rock shear-wave velocity profile

In a previous study published in this journal, the authors developed a comprehensive methodology for modelling the shear wave velocity profile in crustal rock, for purposes of seismic hazard assessment. The derived shear wave velocity profile was used to estimate the amplification and attenuation mechanisms in the transmission of seismic waves. The ability to conduct seismic hazard assessments in regions of low and moderate seismicity is greatly enhanced by this new modelling approach, given that developing a local attenuation model based on curve-fitting strong motion data is generally not feasible under such conditions. This paper reports a follow-up study conducted to evaluate the significance of near-surface attenuation in bedrock (as distinct from attenuation in unconsolidated soft soil sediments). The κ parameter is used to characterize the extent of this attenuation mechanism. Empirical correlations of κ with two forms of near-surface shear wave velocity parameter in crustal rock have been developed, employing information obtained from global sources in conjunction with that from local studies. The resulting development of two simple equations to predict median values of κ as functions of readily available shear wave velocity parameters represents the key outcome of this study. Applications of the proposed empirical approaches to determine κ have been provided, taking Hong Kong and Melbourne as case studies to illustrate different aspects of the proposed methodology. Consistency between the results obtained by the two recommended approaches has thereby been demonstrated.     

Impact of urbanization level on the interactions of urban area,the urban climate,and human thermal comfort

One significant effect of urbanization is the modification of natural surfaces, local environment, and thermal comfort. Farmland and agricultural land in Klang Valley conurbation, Malaysia have been replaced with engineered surfaces and infrastructures to accommodate the rapid population growth witnessed in the past decades. To understand the current environmental conditions of the conurbation, numerical Weather Research and Forecasting (WRF) model coupled to the Urban Canopy Model (UCM) was used. A model evaluation conducted against a network of observations showed an overall good performance of the model in predicting near-surface meteorological parameters. Also, an examination of spatiotemporal variability of urban parameters revealed a diurnal dependence of human physiological thermal conditions on urbanization level. A maximum urban heat island intensity (UHII) of ∼2.64 °C was observed. In an effort to investigate the effect of urbanization level on the extremities of urban climatic conditions, two different experiments with varying urban/vegetation fractions were further simulated. The latter results indicate that urbanization level has a significant effect on the extremities of urban climatological parameters and spatial extent of the induced impacts. Furthermore, the effect of urbanization level on the mean urban outdoor thermal discomfort (UOTD) level was significant (with an increase of 0.7 °C, 0.64 °C and 0.04 observed) for temperature humidity index (THI), effective temperature index (ETI) and relative strain index (RSI), respectively. However, a non-significant (at 95% level) effect of urbanization level on the extremities of UOTD indices was observed.     

基于不同时间尺度风切变指数推算风资源的对比分析

利用2014—2018年辽宁省探空资料分析了水平风速的垂直风廓线分布特征。用2座代表性测风塔逐时梯度风观测分析了采用不同高度组合方案计算出风切变指数的月、日变化特征, 分别用月、小时、年风切变指数推算高层风速和风功率密度, 并与实测对比。结果表明: 沈阳相较于大连地区风速随高度增加较快, 180 m高度以上风速基本保持不变, 而大连因其纬度低且靠近海洋, 300 m以下风速均匀上升。在非复杂地形情况下, 距地面10 m高度以上间隔一定高度设立4层风观测, 基本可以满足近地层风资源评估需求。受太阳辐射、下垫面、海陆热力性质差异等影响, 辽宁省风切变指数日变化特征比月变化更显著。利用小时风切变指数推算高层风速和风功率密度的方案优于采用月、年风切变指数方案。风切变指数日变化越显著, 采用逐时风切变指数推算方案越优于其他计算方案。     

如东沿海近地层风速及风能时空分布特征研究

利用如东东凌风塔2005年观测资料,研究了该区域近地层风速及风能时空分布特征。结果表明,如东沿海地区5月前后是大风值时段,12月前后为次大风值时段;日变化中,风速最大值出现在17时左右,且高层滞后低层约1小时;风速随高度按自然对数规律增大,10～25m高度随高度递增较明显,40～60m高度的风速主要集中在4～8m·s^-1;距地面10m高度年平均风功率密度约175W·m^-2,随高度呈现乘幂增加趋势,60m高度处达333W·m^-2,平均约270W·m^-2。