目标样本粒度判据在海湾环境演变研究中的运用——以福建前湖湾为例

高密度采集福建前湖湾海岸剖面133个泥沙样品做粒度分析,其频率曲线显示多种粒度分布特征,预示多种沉积环境的变化。采集研究剖面周边海滩、河口浅滩、河口、滨海沼泽和海岸沙丘等已知环境的样品作为目标样本。将目标样本沉积参数平均粒径(Mz)、标准偏差(σ)、峰态(Kg)设为判别参数,利用Excel计算海岸剖面样品与目标样本参数的距离,筛选最小距离样品,归为已知目标样本的同类。据此,分析了海岸剖面蕴含的6个沉积环境变化阶段。利用剖面底部淤泥测年14C=(328 15±170)a BP,和剖面上部泥炭测年14C=(24 130±100)a BP,了解这一变化发生的年代。自(32 815±170)a BP以来,前湖湾经历了河口浅滩-河口、沙丘-河口-滨海沼泽-海滩-沙丘等海岸环境演变过程。     

Sediment movement under unidirectional flows: an assessment of empirical threshold curves

A selection of threshold data sets from previous investigations is used to re-examine, selectively, some of the empirical curves that are most commonly used for the prediction of sediment threshold. Simple analytical formulae are derived describing single line curves for mean threshold values and envelopes for the initial movement of discrete particles and the commencement of mass sediment transport phases of the critical condition.The complexity of factors governing the prevailing conditions at threshold, together with the randomness of events, limits deterministic solutions; however, the curves provide an approach that can be used readily in practical applications. In contrast, the envelope presentation is more of a stochastic approach to the definition of threshold. It recognises that there is no definitive threshold condition under which a particular particle size can be displaced, but rather that a range of threshold values exist.The empirical threshold relationships were derived on the basis of a relatively large amount of data. However, the sources utilised have interpreted the ‘critical condition’ in various ways, implying that the formulae must be treated with caution in applications.     

东帝汶海槽断裂特征与构造演化模式

东帝汶海槽位于澳大利亚板块西北帝汶海与帝汶岛之间,晚中新世澳大利亚板块与东南亚班达岛弧碰撞引发了帝汶岛与帝汶海槽的构造变形,由于弧-陆碰撞过程的复杂性,帝汶海槽的变形时间与机制仍然存在较大争议。为约束帝汶海槽变形时间、探讨其演化过程,依据二维地震数据,对东帝汶海槽的断裂特征进行定量分析,并结合钻井与天然地震事件探讨弧-陆碰撞背景下帝汶海槽的构造演化模式。研究结果表明,晚中新世（约6 Ma）澳大利亚板块与班达岛弧碰撞,引发了帝汶岛的隆升与帝汶海槽的沉降,变形持续至晚上新世（约3 Ma）,形成现今帝汶海槽形态。现今澳大利亚板块与班达岛弧之间的相对运动速率已逐渐减小趋于停止,未来二者可能会以一个整体继续向北运动。     

A study on the focal parameters of Shidian M =5.9 earthquake sequences in 2001

On the basis of about 300 earthquake wave forms observed in the Shidian M _S=5.9 sequences on April 12, 2001 recorded in Kunming Digital Seismic Network, the spectra of shear wave have been used to estimate the focal parameters of these earthquake sequences. The results show that within the magnitude range of 1.5–5.3, the seismic moments are 10¹⁰–10¹⁶ N·m, the corner frequencies are 0.2–0.8 Hz, radii of the focal rupture are 200–2 500 m and the stress drops are 0.1×10⁵–20×10⁵Pa. Through the statistical analyses of variation of corner frequency f _c and stress drop Δσ with time, it is discovered that the average corner frequency of the foreshock sequences is obviously lower than that of the aftershock sequences. Contrarily, the average stress drops Δσ of the foreshock sequences are clearly higher than that of the aftershocks. It is considered that these variation characteristics of average corner frequency and stress drops before and after the main shock have index significance to the precursory information before a strong earthquake. The higher stress drops for the foreshock sequences show that the higher shear stresses have been stored in the area of main shock. After the main shock, most of the stresses have been released, so the aftershock sequences show a rupture process of lower stresses. Foundation item: Scientific and Technological Key Project of Yunnan Province (2001NG46)     

特殊建筑物雷击截收面积计算

从计算雷击截收面积的逻辑关系出发,以斜坡类建筑和圆顶形建筑两类特殊建筑为例,通过建立相关模型和数学公式,分析计算应从何位置按照何扩大宽度往外偏移能准确地求出截收面积。对于单檐斜坡类建筑、重檐建筑或古塔,根据房檐到屋脊（塔尖）的水平距离和垂直距离的关系,判断出应该按房檐还是屋脊（塔尖）偏移。对于圆顶形或椭圆顶形建筑,利用建筑屋顶的数学公式,建立了到圆心中轴线距离的数学公式,并对其求导数,得到了导数为0时点的横、纵坐标,此点即为偏移点位置,同时得到了对应的扩大宽度。利用AutoCAD偏移及求面积命令得到截收面积,为防雷设计及雷电灾害风险评估中雷击截收面积的准确计算提供参考。     

基于Mindlin理论Winkler地基参数的Kalman滤波识别

提出了Winkler地基参数的Kalman滤波识别方法。引入Mindlin理论后,推导了Winkler地基上板的控制微分方程。利用Fourier变换,推求了Winkler地基上简支板的Fourier闭式解。推导了Winkler地基参数的Kalman滤波方程,研究了Winkler地基参数的Kalman滤波识别的具体计算步骤。研究表明,运用Kalman滤波理论进行Winkler地基参数的识别,能有效地估计Winkler地基参数;Winkler地基参数的滤波收敛速度和精度受地基参数初始值选取和位移实测资料的影响,且Kalman滤波理论也可用于其他地基模型地基参数的识别。     

季节内SST和混合层深度变化的模式研究

用Niiler—Kraus类型的混合层积分模式,对TOGA—COARE强化观测期间由《实验3号》科学考察船观测资料得到的混合层深度和SST在季节内时间尺度的变化进行了模式研究。指出:1.混合层耗散参数与较长时间尺度过程风应力的变化存在着比较好的对应关系;2.模式可以较好的对风场和热通量场在季节内时间尺度的变化作出响应,模拟出季节内时间尺度SST的变化;3.Niiler,-Kraus模式在考虑耗散作用后,可用于海洋季节内时间尺度变化的模式研究。     

广西南丹地区泥盆纪台间海槽沉积环境分析

广西“南丹型”泥盆系以黑色泥岩为主,富含浮游生物竹节石等,是一套受基底构造控制的并受其两侧碳酸盐台地影响的台间海槽沉积。沉积相类型主要为深水含竹节石泥岩相,泥灰岩相及硅质岩相。台间海槽从益兰期开始出现,其形成和发展在塘丁—纳标—榴江期,封闭可能在早石炭世之后。     

罗布泊湖相沉积物极化散射特性及其环境意义

通过对罗布泊古湖盆区域("大耳朵")湖相沉积物含水量与含盐量、介电性质、地表微地貌等理化参量的分析,本文提出了罗布泊古湖盆区域的散射过程与次地表散射结构;利用全极化测量技术(PolSAR, Polarimetric Synthetic Aperture Radar),本文对不同纹理区域进行了物理散射机制的定量化剖析,同极化相关分析与极化度推算结果表明整个"大耳朵"区域后向散射强烈,亮条带比暗条带的散射机制更为复杂,地表微地貌状态是造成"大耳朵"特征的表观原因.在此基础上,本文利用极化分解技术进一步分离不同散射机制分量,通过定量比较各部分贡献对于"大耳朵"特征的表征能力,提出次地表介质性质(如含盐量)是"大耳朵"特征的根本性成因,相关性可达0.784,同时分析了次地表高含水含盐湖相沉积物在SAR响应中的重要性及其与地表形态之间的动力学形成机制.最后,本文论证了合成孔径雷达(SAR, Synthetic Aperture Radar)在罗布泊地区的穿透能力,预示着SAR遥感技术在干旱区环境研究中的应用潜力.     

三层模式背风波的理论研究

文中建立了一个背风波的三层理论模式 ;当三层Scorer参数在中层最大、高层次之、下层最小的情况下 ,利用该模式求得了背风波的理论波长及扰动的解析解 ,并对一个典型的个例计算了其背风波波长 ,并在此基础上分析了背风波波长对上、中、下三层Scorer参数变化的敏感性 ,结果表明波长对中层Scorer参数的变化比较敏感 ,对下层Scorer参数的大小和符号都不敏感 ,但在计算背风波波长时不能忽略下层的Scorer参数。