昆明市东川区泥石流信息系统的建立及其应用

根据东川区泥石流的成因、泥石流灾害信息源、各类数据的表达方式及泥石流信息系统的应用等，对东川区泥石流信息系统进行了系统分析，在此基础上利用3S技术，在ARCVIEW的AVENUE开发语言支持下，集成各类数据，建立东川区泥石流信息系统，最后讨论了该系统在泥石流危险度区划及灾害趋势分析中的应用。     

沐川地震成因探讨

通过对沐川沙湾间地质、地貌、水文地质和地震活动特征分析，认为该区3级以上地震活动与铜街子电站水库畜水有关。1993～1995年沐川西部连续发生的3次5．0级以上地震属水库诱发的构造性地震。     

大桥水库MS4.6级诱发地震的初步研究

2002年3月3日大桥水库诱发了Ms4．6级水库地震，其发震构造是安宁河东支断裂近傍具有正断层性质的一个分支断裂。据大桥台网7年多库区地震观测事件记录，地震空间分布上水体附近有一个明显的活跃过程，大坝上游发生小震群，大坝下游发生主震序列。地震的震源深度在蓄水前后有明显变化。4．6级地震的震源机制解的主压应力轴方位和倾角与大多数活动断裂上的地震有明显的差别，主压应力轴的倾角与其它的水库地震相比也存在较大差别。     

大功率激电测深法寻找焦家式深部金矿床的试验应用研究

利用大功率的激电测深法可以寻找焦家式深部金 矿。首先,由物理和数学推导建立多层极化体的数 理模型,其数理模型产生的极化场可由多层若干 个极化单元场相叠加而成。由多次去除极化单元 场的原理而导出大功率激电测深资料进行消除浅 部强激电干扰异常的数据处理公式,从而突出了 深部矿床的激电异常。并利用处理后的激电测深 曲线,定量求取了深部金矿蚀变矿化带的顶界面 埋深。     

A review of paired catchment studies for determining changes in water yield resulting from alterations in vegetation

Paired catchment studies have been widely used as a means of determining the magnitude of water yield changes resulting from changes in vegetation. This review focuses on the use of paired catchment studies for determining the changes in water yield at various time scales resulting from permanent changes in vegetation. The review considers long term annual changes, adjustment time scales, the seasonal pattern of flows and changes in both annual and seasonal flow duration curves. The paired catchment studies reported in the literature have been divided into four broad categories: afforestation experiments, deforestation experiments, regrowth experiments and forest conversion experiments. Comparisons between paired catchment results and a mean annual water balance model are presented and show good agreement between the two methodologies. The results highlight the potential underestimation of water yield changes if regrowth experiments are used to predict the likely impact of permanent alterations to a catchment's vegetation. An analysis of annual water yield changes from afforestation, deforestation and regrowth experiments demonstrates that the time taken to reach a new equilibrium under permanent land use change varies considerably. Deforestation experiments reach a new equilibrium more quickly than afforestation experiments. The review of papers reporting seasonal changes in water yield highlights the proportionally larger impact on low flows. Flow duration curve comparison provides a potential means of gaining a greater understanding of the impact of vegetation on the distribution of daily flows.     

Signatures in flowing fluid electric conductivity logs

Flowing fluid electric conductivity logging provides a means to determine hydrologic properties of fractures, fracture zones, or other permeable layers intersecting a borehole in saturated rock. The method involves analyzing the time-evolution of fluid electric conductivity (FEC) logs obtained while the well is being pumped and yields information on the location, hydraulic transmissivity, and salinity of permeable layers. The original analysis method was restricted to the case in which flows from the permeable layers or fractures were directed into the borehole (inflow). Recently, the method was adapted to permit treatment of both inflow and outflow, including analysis of natural regional flow in the permeable layer. A numerical model simulates flow and transport in the wellbore during flowing FEC logging, and fracture properties are determined by optimizing the match between simulation results and observed FEC logs. This can be a laborious trial-and-error procedure, especially when both inflow and outflow points are present. Improved analyses methods are needed. One possible tactic would be to develop an automated inverse method, but this paper takes a more elementary approach and focuses on identifying the signatures that various inflow and outflow features create in flowing FEC logs. The physical insight obtained provides a basis for more efficient analysis of these logs, both for the present trial and error approach and for a potential future automated inverse approach. Inflow points produce distinctive signatures in the FEC logs themselves, enabling the determination of location, inflow rate, and ion concentration. Identifying outflow locations and flow rates typically requires a more complicated integral method, which is also presented in this paper.     

Elastic lateral dynamic impedance functions for a rigid cylindrical shell type foundation

Elastic lateral dynamic impedance functions are defined as the ratio of the lateral dynamic force/moment to the corresponding lateral displacement/rotation at the top ending of a foundation at very small strains. Elastic lateral dynamic impedance functions have a defining influence on the natural frequencies of offshore wind turbines supported on cylindrical shell type foundations, such as suction caissons, bucket foundations, and monopiles. This paper considers the coupled horizontal and rocking vibration of a cylindrical shell type foundation embedded in a fully saturated poroelastic seabed in contact with a seawater half‐space. The formulation of the coupled seawater–shell–seabed vibration problem is simplified by treating the shell as a rigid one. The rigid shell vibration problem is approached by the integral equation method using ring‐load Green's functions for a layered seawater‐seabed half‐space. By considering the boundary conditions at the shell–soil interface, the shell vibration problem is reduced to Fredholm integral equations. Through an analysis of the corresponding Cauchy singular equations, the intrinsic singular characteristics of the problem are rendered explicit. With the singularities incorporated into the solution representation, an effective numerical method involving Gauss–Chebyshev method is developed for the governing Fredholm equations. Selected numerical results for the dynamic contact load distributions, displacements of the shell, and lateral dynamic impedance functions are examined for different shell length–radius ratio, poroelastic materials, and frequencies of excitation. Copyright © 2016 John Wiley & Sons, Ltd.     

激发极化法在辽宁本溪某矽卡岩型铜多金属矿勘查中的应用

测区燕山期大面积中酸性岩浆侵入寒武系、奥陶系碳酸盐岩,在岩体外接触带上形成大量的矽卡岩,并伴有较强烈的铜多金属矿化。本次物探工作在1∶5万区调工作基础上,采用激电中梯与激电测深两种方法进行金属矿产勘查,圈定激电异常12个,反演了穿过JD3、JD7、JD8高极化异常体的形态,规模及埋深,并解译隐伏断裂2条。结合区内地质特征与钻孔资料,认为异常区的低阻高极化体是岩体外接触带上矽卡岩化蚀变带的反映,断裂为矿液运移、容矿提供了有利条件。该研究成果表明,激发极化法是寻找矽卡岩型铜多金属矿的有效方法。     

荆江三口分流变化及三峡水库蓄水影响

长江中游荆江的水沙通过三口洪道分流入洞庭湖,三口分流是荆江-洞庭湖关系调整的驱动因子,为揭示其变化特征及三峡工程运用的影响,基于大量的原观数据,系统研究了近60年三口分流比的变化过程,提出其显著调整特征及诱发因素,引入径流还原计算方法,量化了三峡水库不同运用方式对三口分流量的影响幅度。结果表明:①特大洪水及重大人类活动等诱发因素作用下,三口分流比出现4~5年持续性减小的趋势调整期,之后进入分流比稳定恢复的平衡调整期;②2003-2014年,三峡水库汛前枯水补偿调度使得三口分流量年均增加8.000亿m3,汛后蓄水使得三口分流量年均减小29.00亿m3,对三口分流综合影响量为年均减少21.00亿m3,占同期三口年均分流量的4.29%。