“地球空间双星探测计划”及其与全球环境变化的关系

本文论述了“地球空间双星探测计划”(简称双星计划)及其与全球环境变化的关系。地球空间双星探测计划包括两颗小卫星,分别运行于目前国际上地球空间探测卫星尚未覆盖的近地赤道区和近地极区。双星计划的主要科学目标是用高分辨率的仪器在近地空间的主要活动区探测场和粒子的时空变化;研究磁层空间暴(磁层亚暴、磁暴和磁层粒子暴)的触发机制及其对太阳活动和行星际扰动的响应过程;建立地球空间环境的动态模式。为了实现科学目标,赤道区卫星和极区卫星上各载有8台探测仪器。近地赤道区卫星的轨道是:近地点550km左右,远地点60000km左右,倾角约28.5°;近地极区卫星的轨道是:近地点700km,远地点40000km,倾角约90°。为了使双星计划与欧洲空间局ClusterII卫星相配合,赤道区卫星计划于2003年6月发射,极区卫星计划于2003年12月发射。双星计划与ClusterII卫星相配合,可形成地球空间6点探测计划,这将成为21世纪初国际上重要的地球空间探测计划。本文概要讨论了双星计划与地球系统各圈层的关系,包括与大气圈、生物圈、地球内部各圈层及全球环境变化的关系。     

System identification of a concrete arch dam and calibration of its finite element model

A magnitude 4.3 earthquake occurred near Pacoima Dam on 13 January 2001. An accelerometer array that had been upgraded after the Northridge earthquake recorded the motion with 17 channels on the dam and the dam–foundation interface. Using this data, properties of the first two modes are found from a system identification study. Modal properties are also determined from a forced vibration experiment performed in 2002 and indicate a significantly stiffer system than is estimated from the 2001 earthquake records. The 2001 earthquake, although small, must have induced temporary nonlinearity. This has implications for structural health monitoring. The source of the nonlinear behaviour is believed to be loss of stiffness in the foundation rock. A finite element model of Pacoima Dam is constructed and calibrated to match modal properties determined from the system identification study. A dynamic simulation of the 2001 earthquake response produces computed motions that agree fairly well with the recorded ones. Copyright © 2006 John Wiley & Sons, Ltd.     

Runoff and water erosion modelling using WEPP on a Mediterranean cultivated catchment

Soil erosion due to water is a major environmental problem in many parts of the world. Most of Mediterranean countries are concerned because of their specific climate and soils sensitivity, but also because of the recent intensification of human activities and agricultural practices. Accurate estimation of soil water erosion for various land-use and climate scenarios is so an important key to define sustainable management policies. In the last decades, several studies have been carried out to build models suitable for quantifying soil erosion. Among these models, the Water Erosion Prediction Project (WEPP, Flanagan, D.C., Nearing, M.A., 1995. USDA-Water Erosion Prediction Project: Hillslope profile and watershed model documentation. NSERL Report 10, USDA-ARS National Soil Erosion Research Laboratory, West Lafayette, IN, USA.) is a physically based, distributed-parameter model that has been developed and mainly validated in USA. Only few studies have investigated its applicability to environmental conditions that differs from those where the model was developed. The aim of this work is to test the efficiency of WEPP model to predict soil erosion at catchment scale in a Mediterranean semi-arid area. Continuous simulations have been conducted between 1995 and 2002 on an cultivated experimental catchment located upstream from a hill reservoir (Kamech catchment, 2.45 km², Cap Bon, Tunisia) where runoff and soil erosion measurements are available at the outlet. Comparison between predictions and measurements shows significant differences. Processes related to seasonal effects (as cracking soils) are pointed out as a weakness of WEPP model for Mediterranean conditions.     

惠州市1：5000卫星正射影像图测绘工程研究

我国利用IKONOS卫星影像制作1:5000正射影像图主要是集中在研究领域。惠州市国土资源局于2004年2月利用IKONOS卫星影像制作覆盖惠州市辖区1．2万平方公里的1:5000正射影像图,项目由广东省国土资源信息中心承担。大面积的测区利用IKONOS卫星制作1: 5000正射影像图在国内还属首次。本文探讨该测绘工程的实施技术及质量控制方法。     

GPS道路修测系统在中国公路网测绘工程中的应用

本文介绍了车载式GPS道路修测系统的基本原理和体系结构，详细讲述了该系统在“中国公路网GPS测绘工程”的应用。“中国公路网GPS测绘工程”是由多家部门共同参与的大型道路测绘项目，目的是解决现有公路网数据库现势性差的问题。文中结合“中国公路网GPS测绘工程”重点阐述了修测系统中几个关键技术的实现方法，最后给出了修测系统在该工程中的使用效果。     

Neo-liberal ruptures: Local political entities and neighbourhood networks in El Alto, Bolivia

In October 2003, hundreds of thousands of Bolivians took to the streets demanding the resignation of President Gonzalo Sánchez de Lozada. After 20 years of neo-liberal policies - and the failures to improve the living conditions of the majority - the proposal to export natural gas via Chile was taken by the population as yet another step to sustain an unjust political order. Facing a direct challenge by the population the Sánchez de Lozada administration responded with indiscriminate military force. The result was 63 dead and over 300 wounded, which deepened and extended the social rage and eventually forced the resignation of the President. The neo-liberal project - promoted and defended by Sánchez de Lozada - collapsed. The city of El Alto was the epicentre of the challenges to the legitimacy of this political order. This article focuses on the role of local political entities and neighbourhood networks from El Alto in articulating political spaces that challenged the legitimacy of the institutional infrastructure and led to the October 2003 ruptures in the neo-liberal project. Furthermore, I make the case that the particular histories and memories (of “relocalized” miners and indigenous/peasants) that converged in and defined this city were pivotal in the organization of a “political subsoil” that surged to the surface during the October 2003 events.     

项目国家审计对设计方要求初步分析

项目国家审计是一种执法监督活动,设计方满足审计要求是必不可少的义务和职责。通过铁路建设项目国家审计,初步分析国家审计对设计方要求,提出设计方满足项目国家审计要求的措施,为设计方适应国家投资市场规则及其变化趋势,规避设计风险,拓展设计方生存空间提供思路。     

哈尔滨大顶子山航电枢纽工程蓄水后引起的浸没地质灾害研究

哈尔滨市松北区大顶子山航电枢纽工程蓄水后，哈尔滨段的江水位将常年保持在116m，比枯水期水位高出6m多。届时势必要引起松北区地下水水位的壅高，导致发生区内浸没问题。利用GMS（地下水流模拟系统）软件中SOLID模块，采用钻孔间插值法建立松北区含水系统三维立体模型，进行地下水壅高计算，给出地下水位临界深度，确定研究区内浸没范围；进行浸没评价，提出浸没危害治理工程措施。     

Evaluation and treatment of seepage problems at Chapar-Abad Dam, Iran

Engineering geological properties of the ground at the Chapar-Abad Dam were investigated in order to evaluate seepage problems and to select a proper method of water-proofing prior to construction. The dam is located to the northwest of Iran and is undergoing construction phase. The geology of the site consists of a series of Early Cambrian limestones and shales that crop out on the abutments and a valley that is filled by 60 m of alluvium deposits. The presence of thick alluvium deposits with various coefficients of permeability along the foundation demonstrates a possible seepage problem after water impoundment in the reservoir. The potential of water seepage was evaluated by the study of joint systems of the rock units, the use of numerical analysis to simulate water flow in the ground, and by conducting in-situ tests to estimate the permeability's values. Based on the obtained results and by reviewing many types of water-proofing methods regarding cost, feasibility and safety factors, the installation of a grout curtain is suggested.     

Geology of the Acropolis prospect,South Australia,constrained by high-precision CA-TIMS ages

Abstract

Acropolis is an Fe-oxide–copper–gold prospect ～20?km from Olympic Dam, South Australia, and marked by near-coincident gravity and magnetic anomalies. Prospective Fe-oxide–apatite?±?sulfide veins occur in Mesoproterozoic and Paleoproterozoic volcanic and granitoid host units beneath unmineralised sedimentary formations. We have produced a geological map and history of the prospect using data from 16 diamond drill holes, including LA-ICPMS and high-precision CA-TIMS ages. The oldest unit is megacrystic granite of the Donington Suite (ca 1850?Ma). A non-conformity spanning ca 250 My separates the Donington Suite and felsic lavas and ignimbrites of the Gawler Range Volcanics (GRV; 1594.03?±?0.68?Ma). The GRV were intruded by granite of the Hiltaba Suite (1594.88?±?0.50?Ma) and felsic dykes (1593.88?±?0.56?Ma; same age as the Roxby Downs Granite at Olympic Dam). The felsic dykes are weakly altered and lack Fe-oxide–apatite–sulfide veins, suggesting that they post-date the main hydrothermal event. If correct, this relationship implies that the main hydrothermal event at Acropolis was ca 1594?Ma and pre-dated the main hydrothermal event at Olympic Dam. The GRV at Acropolis are the same age as the GRV at Olympic Dam and ca 3–7 My older than the GRV exposed in the Gawler Ranges. The gravity and magnetic anomalies coincide with sections through the GRV, Hiltaba Suite and Donington Suite that contain abundant, wide, Fe-oxide veins. The GRV, Hiltaba Suite and Donington Suite are unconformably overlain by the Mesoproterozoic Pandurra Formation or Neoproterozoic Stuart Shelf sedimentary formations. The Pandurra Formation shows marked lateral variations in thickness related to paleotopography on the underlying units and post-Pandurra Formation pre-Neoproterozoic faults. The Stuart Shelf sedimentary formations have uniform thicknesses.

1. KEY POINTS

2. Fe-oxide–apatite?±?sulfide veins are hosted by the Gawler Range Volcanics (1594.03?±?0.68?Ma), the Hiltaba Suite granite (1594.88?±?0.50?Ma) and Donington Suite granite (ca 1850?Ma).

3. The age of felsic dykes (1593.88?±?0.56?Ma) interpreted to be post-mineralisation implies that the main hydrothermal event at Acropolis was ca 1594?Ma.

4. The Gawler Range Volcanics at Acropolis are the same age as the Gawler Range Volcanics at Olympic Dam and ca 3 to 7 My older than the Gawler Range Volcanics exposed in the Gawler Ranges.