基于GIS的地热资源与环境管理信息系统的研制

如何实现地热资源的可持续开发与利用，保证资源与环境协同发展，已经成为一个亟待解决的问题。将GIS与地热工程分析相结合，借助信息技术，建立了地热资源与环境管理信息系统，这一系统的特点就是以长观数据与地热工程分析结果作为数据源，将信息化管理和科学决策结合在一起，实现集信息管理，资源评价与科学决策为一体的信息系统。     

上黑龙江断陷火山岩特征及岩金找矿方向

研究区处于上黑龙江断陷盆地中段，中生代火山岩出露面积广泛，区内12处岩金矿床（点）均与中生代火山活动有关，塔木兰沟期和上库力期火山岩是成矿的岩体标志，3期火山岩均属碱性系列，以富Zr,Ti,Cr,P及轻稀土富集型为特征。硅化，绢云母化，绿泥石化，黄铁矿化，黄铜矿化。方铅矿化和褐铁矿化是找矿的蚀变标志，断陷盆地边缘和推覆构造边缘，火山带交汇部位，NE或NNE向断裂与其他方向断裂交汇部位以及火山机构周围的环状，放射状断裂是成矿的有利部位。     

某铁路大桥钻孔灌注桩工程性状浅析

通过对某铁路特大桥钻孔灌注桩单桩竖向静载荷试验、桩身轴力测试，探讨钻孔灌注桩侧摩阻力发挥的影响因素及荷载传递中的工程性状，为钻孔灌注桩的设计、施工提供参考。     

西部地区资源实现可持续利用的道路初探

介绍了我国西部资源的国情，指出资源利用中存在的问题，其原因在于不正确的人与自然观导致了人们对资源的不合理利用；粗放型的经济增长方式；资源的管理体制不完善等等，提出了实现西部地区资源可持续利用的七大对策；转变经济增长方式；依靠科技进步；树立正确的资源观；制定一个系统有效的统一管理体制；全方位的资源综合利用，进行资源核算，实行资产化管理。     

Living with floods: victims' perceptions in Beijiang, Guangdong, China

This study revealed the collective values of the flood victims in the Beijiang area, Guangdong, China, as a result of a hazardous flood in 1994. The victims were sceptical of large flood-prevention engineering structures. They believed that flooding was unavoidable, but by extending support networks, applying hazard-resistant designs, and developing loss-sharing adjustments the disastrous effects of a flood could be mitigated. Seemingly, victims were prepared to live with floods and adopted functional adjustments to lessen flood impact.     

萨拉乌苏河流域150 ka BP以来的粒度旋回

萨拉乌苏河流域米浪沟湾地层剖面150kaBP以来古流动砂丘砂与河湖相和古土壤在粒度上具有多次显著的粗细韵律交替变化，粒度参数-Mz、σ、Sk、Kg和SC/D亦随之响应为多波动峰谷交替的态势，同时，粒度特征值-φ5、φ16φ、φ25、φ50、φ84、φ9相应地表现为非常有节奏地跳动，据此，将米浪沟湾剖面划分为27个粒度粗细沉积旋回，并认为其是150kaBP以来在东亚冬夏古代季风交替影响下沙漠演变的一个颇为完整的气候-地质过程记录。     

郯庐断裂带中南段新生代玄武岩源区地幔特征及其演化

郯庐断裂带中南段新生代玄武岩随时代逐渐变新 ,碱性逐渐增强 ,轻、重稀土元素分离程度及不相容元素的富集程度也逐渐增强 ,Sr、Nd同位素组成越来越亏损。古地温线特征表明 ,断裂带之下的上地幔具有高的大地热流值。老第三纪拉斑玄武岩地幔源区主要以轻微富集的EMⅠ组分为主 ,新第三纪以来的碱性玄武岩来源于亏损地幔。研究区地幔源区随时间的演化受老第三纪软流圈上涌的影响 ,大量的深源流体对上部岩石圈地幔进行广泛的交代 ,从而使郯庐断裂带下面的岩石圈地幔出现不相容元素和LREE富集 ,且由轻微富集地幔转变为亏损地幔。     

Long-term changes in water quality and phytoplankton characteristics in port shelter, Hong Kong, from 1988-1998.

This study analysed monthly physico-chemical and phytoplankton data collected from 10 marine monitoring stations in Port Shelter Hong Kong, from 1988 to 1998. Cluster analysis based on all water quality parameters measured shows that the 10 monitoring stations can be grouped into three clusters: Cluster I consists of stations located in Outer Port Shelter; Cluster II consists of stations located in Inner Port Shelter and Cluster III consists of a single station in Hebe Heaven, a well-sheltered Bay in Inner Port Shelter. Factor analysis shows high positive loadings for nutrients and nutrient ratios in the first two factors of the three clusters, which indicates that the stations of the three clusters were primarily grouped according to their respective nutrient conditions. In Inner Port Shelter, and particularly Station PM5 in the sheltered Hebe Haven, the influence of surface runoff and pollution loading from the surrounding catchment area was apparent. Five stations located along a transect from Inner to Outer Port Shelter were selected for trend analysis. An increasing trend for temperature and a decreasing trend for pH are observed in all Stations except PM10 which is at the mouth of Port Shelter. The results of canonical analysis revealed that temperature and pH could also play an important role in determining the density and biovolume of the minor algal groups in Port Shelter.     

Evaluation of response and energy in actively controlled structures

A computational method of energy evaluation is derived to study the elastic responses and energy distribution of actively controlled single‐degree‐of‐freedom (SDOF) structures during earthquakes. Contrary to the common perception that applying active control force pumps energy into the structure, the applied control force can actually reduce the energy in the structure by reducing the input energy from earthquakes to the structure. In addition, applying control force can dissipate a large amount of energy in the structure when this control force is applied in the direction opposite to the displacement and velocity responses. To demonstrate this energy mechanism in active controlled structures, the two most popular control algorithms, optimal linear control (OLC) and instantaneous optimal control (IOC) algorithms, are used to calculate the control response and energy spectra. One‐step time delay is incorporated into the algorithms to take into consideration the practical aspect of active control. The effects of different earthquakes and damping ratios on control energy and response spectra are studied. These studies show that both OLC and IOC are very effective in reducing the structural displacement and velocity responses by reducing the input earthquake energy as well as dissipating a large amount of energy in the structure. Copyright © 2001 John Wiley & Sons, Ltd.     

Effectiveness of structural control based on control energy perspectives

A computational algorithm for maximizing the control efficiency in actively controlling the elastic structural responses during earthquake is proposed. Study of optimal linear control using a single degree of freedom shows that applying active control is very effective in reducing the structural displacement and velocity responses for long‐period structures, but at the same time it has an adverse effect in increasing the absolute acceleration response. The extent of this adverse effect reduces the effectiveness of the control system, and therefore it poses a limit on the maximum control force in order to provide maximum control efficiency. In view of this shortcoming, maximum control energy dissipation is used to define the most effective optimal linear control law. Less displacement and velocity response are expected as larger control force is applied, but there is always a limit that maximum control energy can be dissipated. This study shows that this limit depends on the structural characteristics as well as the input ground motion, and a general trend is that the maximum control energy decreases as damping increases. Finally, application of the proposed algorithm on a six‐storey hospital building is presented to show the effectiveness of using optimal linear control on a multi‐degree‐of‐freedom system from the control energy perspectives. Copyright © 2001 John Wiley & Sons, Ltd.