云南巍山—永平矿集区流体地质填图的理论与实践

流体地质填图是一种全新的地质调查及找矿方法。本次研究选择云南巍山－永平矿集区进行流体地质填图试验，研究了矿集区的控矿地质要素、各种主要的矿床（点）特征、成矿流体子系统及流域、流体的盐度与均一温度、流体的气液相成分、微量元素含量、稳定同位素特征及成矿流体的浓集中心。得到的流体地质图基本反映了本区成矿流体的性质与状态，反映了两个成矿流体子系统的基本特征，圈字了2个成矿流体子系统的流域范围及7个成矿流体浓集中心。这些浓集中心与已知矿化点分布、化探异常及有利的地质条件基本吻合，成为该区进一步找矿预测的重要依据之一。本项目的实践表明，流体地质填图不失为一种有效的找矿手段。     

安徽铜陵冬瓜山热液叠加改造型铜矿床流体包裹体地球化学特征

研究了安徽冬瓜山热液叠加改造型铜矿床流体包裹体地球化学特征（包裹体均一温度、盐度、压力、成分、流体的H，O，C和Cu同位素），探讨了成矿流体的性质及其来源。认为该矿床是在岩浆水和后期少量大气水的加入而形成的混合热液共同作用下，活化碳酸盐岩地层和石英闪长岩中的铜等成矿元素，形成含矿热液，并以铜的氯络合物方式运移，在弱还原性条件下使原始沉积矿胚层加厚变富。     

北部湾盆地福山凹陷古近纪湖底扇沉积演化及模式探讨

综合应用地震、测井及岩心观察资料，对福山凹陷古近纪流沙港组的湖底扇沉积进行了详细研究。认为该期的湖底扇沉积主要是由于三角洲前缘带的砂体在重力作用下进入湖泊深水区堆积而形成，部分是由位于湖盆陡坡边缘的河道砂沿水下河道进入湖泊深水区而形成的水下重力流沉积。从空间分布来看，湖底扇主要分布在凹陷的北部和西部，且北部和西部湖底扇的扇体规模较东部大，存活时间较东部长。平面上湖底扇位于三角洲体系的外侧，垂向上由下至上发育着从湖底扇一三角洲前缘远端一三角洲前缘近端的沉积演化序列。湖底扇的总体沉积模式为南部的辫状河三角洲砂岩碎屑体向北推进至深湖区形成孤立的、规模相对较大的湖底扇砂体；而西部及东部的次要物源——辫状河三角洲也在东西两侧活动断层的控制下在湖盆深处形成湖底扇沉积体。     

甘肃礼县新生代火山喷发碳酸岩的发现及意义

甘肃礼县新生代钾霞橄黄长岩中有大量火山喷发碳酸岩出露，本文对该区各种碳酸岩的地质产状，岩石特征，全岩化学及稀土，微量和C、O同位素地球化学进行了研究，结果表明本区碳酸岩属于一种高CaO低碱（Na2O K2O)的火成碳酸岩，其化学成分与东非裂谷乌干达FortPortal地区的碳酸岩相似，其中碳酸岩的火山砾岩和凝灰岩具有高的SiO2和Mg/Ca比值，化学成分显示了硅酸盐和碳酸盐混合的特征，可能代表直接由地幔部分熔融形成的原生碳酸盐岩浆。其它类型碳酸岩的成因与原生碳酸盐岩浆或原生钾霞橄黄长岩浆的液态不混溶作用和／或结晶分异作用有关。碳酸岩及共生的高钾火山岩不是典型的大陆裂谷岩浆作用的产物，其起源和成因与软流圈的上涌有关。碳酸岩的发现为查明本区地幔的组成和性质提供了新的岩石学证据。     

System identification of the Vincent Thomas suspension bridge using earthquake records

The Vincent Thomas Bridge in the Los Angeles metropolitan area, is a critical artery for commercial traffic flow in and out of the Los Angeles Harbor, and is at risk in the seismically active Southern California region, particularly because it straddles the Palos Verdes fault zone. A combination of linear and non‐linear system identification techniques is employed to obtain a complete reduced‐order, multi‐input–multi‐output (MIMO) dynamic model of the Vincent Thomas Bridge based on the dynamic response of the structure to the 1987 Whittier and 1994 Northridge earthquakes. Starting with the available acceleration measurements (which consists of 15 accelerometers on the bridge structure and 10 accelerometers at various locations on its base), an efficient least‐squares‐based time‐domain identification procedure is applied to the data set to develop a reduced‐order, equivalent linear, multi‐degree‐of‐freedom model. Although not the main focus of this study, the linear system identification method is also combined with a non‐parametric identification technique, to generate a reduced‐order non‐linear mathematical model suitable for use in subsequent studies to predict, with good fidelity, the total response of the bridge under arbitrary dynamic environments. Results of this study yield measurements of the equivalent linear modal properties (frequencies, mode shapes and non‐proportional damping) as well as quantitative measures of the extent and nature of non‐linear interaction forces arising from strong ground shaking. It is shown that, for the particular subset of observations used in the identification procedure, the apparent non‐linearities in the system restoring forces are quite significant, and they contribute substantially to the improved fidelity of the model. Also shown is the potential of the identification technique under discussion to detect slight changes in the structure's influence coefficients, which may be indicators of damage and degradation in the structure being monitored. Difficulties associated with accurately estimating damping for lightly damped long‐span structures from their earthquake response are discussed. The technical issues raised in this paper indicate the need for added spatial resolution in sensor instrumentation to obtain identified mathematical models of structural systems with the broadest range of validity. Copyright © 2003 John Wiley & Sons, Ltd.     

Land subsidence caused by groundwater exploitation in Suzhou City,China

Suzhou City, located at the lower reaches of the Yangtze River in southeastern Jiangsu Province, is one of the few cities in China which suffer from severe ground settlement. A research project was carried out to investigate this problem. Geological and hydrogeological studies show that there is a multi-layered aquifer system with three distinct, soft mud layers of marine and lagoonal origins. An examination of historical records of groundwater extraction, water levels, and ground settlement shows that the ground subsidence is associated with the continuously increasing groundwater extraction in the deep, confined aquifer. It is believed that the consolidation of the soft mud layers, especially the third layer which is thick and close to the main pumped aquifer, contributes to the ground settlement. A three-dimensional finite difference numerical model representing the multi-layered aquifer system was developed to study the ground settlement in response to groundwater extraction. By calibrating the model with both the measured groundwater level and ground settlement, the aquifer parameters were estimated. The model outputs fit reasonably well with the observed results, which indicates that the numerical model can reproduce the dynamic processes of both groundwater flow and soil consolidation. The hydraulic conductivity of the third mud layer near the center of the ground settlement has been reduced by over 30% in the last 14 years. The gradual deterioration in the hydraulic conductivity of the mud may have significant adverse effect on the sustainable groundwater resource of the deep confined aquifer, since the recharge from the shallow aquifers through the mud layer is the only source of water to the deep aquifer. An analysis of the spatial distributions of groundwater drawdown and ground settlement shows that the area with maximum drawdown is not necessarily the area with maximum ground settlement due to the occurrence of the soft mud layer. A simple reallocation in pumping rates on the basis of the spatial distribution of the thick mud layer could significantly reduce the ground settlement. Electronic Publication     

强震造成的活动地块地壳形变差异探讨

20 0 1年 11月 14日发生在昆仑山口西的 8 1级地震 ,在地表产生了长度大于 35 0km的破裂带 ,最大水平位移 6m左右 ,为左旋走滑断层。在昆仑山口西 8 1级地震周围不同活动地块内不同构造部位布设的GPS基准站对地震的响应存在明显的差异。其中位于柴达木活动地块内部的德令哈基准站在地震的当天观测到 7 5mm的同震位移 ,位于川滇活动地块西南边界带的下关基准站在震后 3d发生了 6 8mm以上的明显位移 ,而位于同一地块内部的昆明基准站和位于祁连山活动地块内的西宁基准站、位于拉萨活动地块内的拉萨基准站震时和震后都没有产生明显的位移。GPS基准站的观测资料表明 ,强震所处的活动地块和其相邻活动地块对强震有明显的响应 ,如果相隔一活动地块 ,则受强震的影响较小 ;在活动地块内 ,活动强烈的边界带或其它活动较强的部位对强震引起的地壳形变的响应明显大于活动强度较弱的部位 ;强震对相邻活动地块影响的差异 ,主要与强震所处活动地块运动时对其产生的作用方式的差异有关     

松潘—甘孜造山带中丹巴地区变质岩的流体包裹体研究

对丹巴地区动热变质岩石英中的流体包裹体研究表明，第一类型包裹体为高密度CO2包裹体，与深层滑脱作用密切相关，其温度、压力可代表变质峰期的温压条件。第二类型包裹体为CO2－H2O包裹体，H2O含量增加，与变质峰期后的抬升作用有关。第三类型包裹体为NaCl－H2O包裹体，以H2O为主，与抬升作用引起的退变质作用有关。其形成温度依次降低，说明它们是在变质作用的不同阶段捕获的。     

Important Geological Factors Controlling the Formation of Gold Deposits in East China

The major gold deposits in east China are characterized by their occurrence in pre-Cambrian host metamorphic rocks,restriction in some specific stratigraphic-structural terranes,tendentious localization in ductile or ductile-brittle shear zones,association with the syntexis type granitoids,and significant remobilization,superimposition and enrichment by the later stage Mesozoic tectono-magmatic activities.