古河道沉积体系与赋铀性

本文地各类河流沉积特点的研究,结合铀的地球化学行为,探讨河流沉积体系的赋铀性。     

用激电时间谱视参数评价激电异常的应用效果

在四个已知区利用时谱激电法,反演求取Cole-Cole模型视参数,综合考虑η_s、τ_ss     

Statistical analysis and long-term prediction of seismicity for linear zones

The model of the Poisson point process is too vague for earthquake locations in space and time: earthquakes tend to cluster in middle distances and to repulse in large ones. The Poisson point model with variable density makes it possible to describe the tendency for clustering but does not reveal the periodicity of clusters. The author proposes the point-process model where locations of points are determined not by densities of point distribution, but by densities of interpoint differences distribution. In the model, a latent periodicity is revealed and used for prediction of a point process. In 1983, the point-process model prediction was made for the Kuril Islands for 1983–1987 and two signs of danger in time and location were determined. Then they were confirmed by strong earth-quakes. In 1989, a similar prediction was made for North Armenia. The Spitak earthquake in 1988 is clearly seen from the data of previous earthquakes.     

水气两相流系统K-S-P模型参数反演的最优估计

应用渗流力学和参数反演辨识最优化理论,建立了水气两相流控制方程,给出了控制两相流系统K-S-P模型参数之间的本构关系,并对其中的相关参数进行数值反演辨识,得出待求参数的最优估计值。对不同质地土壤的实验测试值进行对比分析,其结果吻合较好,验证了模型的适定性和可靠性,解决了实验数据处理以及结果对初值的敏感性问题,并且该数值方法可通过多组初值参数进行数值实验,结合实验结果来满足实际工程的需求。这不仅对非饱和带内污染物传输、气藏工程试井计算、填埋气体的释放以及挥发性有机污染物的去污分析中两相流数值计算提供基础,而且对K-S-P本构关系之间参数的确定提供了可靠的理论依据。     

乌干达Albert湖凹陷北部沉积特征及油气成藏模式

乌干达Albert湖凹陷是世界上最年轻的生烃凹陷,受构造和沉积控制,油气多分布于北部构造调节带。为分析Albert湖北部构造调节带内部油气成藏特征,笔者利用地震、钻井、测井和孢粉等资料,开展北部构造调节带沉积特征研究,进而分析北部构造调节带的油气成藏模式。研究表明,由于边界正断层持续活动,北部构造调节带两侧沉积特征存在差异,研究区西部发育曲流河-三角洲沉积体系;东部发育冲积扇-扇三角洲沉积体系。由于北部构造调节带西部三角洲砂体向南推进至湖盆中心,与深湖相烃源岩直接沟通,成为Albert湖盆最有利的油气汇聚区。     

Analysis of earthquake ground motions using an improved Hilbert–Huang transform

Some limitations of the Hilbert–Huang transform (HHT) for nonlinear and nonstationary signal processing are remarked. As an enhancement to the HHT, a time varying vector autoregressive moving average (VARMA) model based method is proposed to calculate the instantaneous frequencies of the intrinsic mode functions (IMFs) obtained from the empirical mode decomposition (EMD) of a signal. By representing the IMFs as time varying VARMA model and using the Kalman filter to estimate the time varying model parameters, the instantaneous frequencies are calculated according to the time varying parameters, then the instantaneous frequencies and the envelopes derived from the cubic spline interpolation of the maxima of IMFs are used to yield the Hilbert spectrum. The analysis of the length of day dataset and the ground motion record El Centro (1940, N–S) shows that the proposed method offers advantages in frequency resolution, and produces more physically meaningful and readable Hilbert spectrum than the original HHT method, short-time Fourier transform (STFT) and wavelet transform (WT). The analysis of the seismic response of a building during the 1994 Northridge earthquake shows that the proposed method is a powerful tool for structural damage detection, which is expected as the promising area for future research.     

堆载条件下单桩负摩阻力模型试验研究

通过对粉土中混凝土单桩竖向静载荷的模型试验,分析了在桩周土堆载条件下,端承桩、摩擦端承桩在桩周土含水率变化时,桩侧摩阻力、桩端阻力的变化规律及不同土层的沉降、“中性点”位置和下拽力的变化。研究发现,摩擦端承桩“中性点”位置随桩周土含水率、堆载等级的变化而变化,在最优含水率附近,土层的下陷量较大,致桩体沉降量也大,故“中性点”的位置会有所上升;随着桩周土堆载的增大,桩周土对桩侧的下拽力也增大,桩体进一步下陷,使桩土相对位移反而减少,“中性点”有所上升。     

华北强震地形变及重力前兆特征与孕震机理

通过分析华北地区强震地形变及重务前兆特征,发现震前在较大范围内存在与构造密切相关的动力不过程;在震中区介质状态发生变化。在此基础上提出了改进的组合－硬化模式：调整单元的运动,牵动较大范围构造运动的加及断层两侧深层介质密度变化;应力集中单元由于能量的不断积累,介质出现硬化过程。上述机理形成了前兆的各个阶段。     

优化配置模型在莱州市水资源规划中的应用

介绍了水资源优化配置模型的原理,并通过模型在莱州水资源规划中的实例分析,得到了莱州现状及不同规划水平年的水量优化供需计算结果,对莱州市水资源规划提供了依据,体现了计算机模拟优化模型的优越性。