Methodology of hydrogeological characterization of deep carbonate aquifers as potential reservoirs of groundwater. Case of study: the Jurassic aquifer of <Emphasis Type="Italic">El Maestrazgo</Emphasis> (Castellón,Spain)

A methodology for the characterization of deep carbonate aquifers has been developed and applied to El Maestrazgo Jurassic aquifer in Castellón, Spain. Characterization of these aquifer formations, located at more than 300 m deep, consisted of a previous phase of compilation, analysis and synthesis of the existing information about the area, followed by a coordinated combination of different speciality studies: geology, stratigraphy, structural analysis, hydrogeology, hydrochemistry, geophysics and remote sensing. Geological studies included geological mapping, definition of stratigraphical units and facies and structural analysis. The aim of the hydrogeology study was to define aquifer formations, recharge area, aquifer points inventory and groundwater flow directions for the establishment of piezometric and water quality observation nets. Special techniques were applied, like thermal infrared aerial images and the evaluation of submarine groundwater discharge by means of natural radium isotopes. Hydrochemical techniques, including majority elements characterization and stable isotopes (¹⁸O, ²H and ³H) determination, allowed classifying hydrochemical facies and establishing a renewal pattern for water within the system. Geophysics was useful in determining the aquifer geometry, the features of the basement and the petrophysical characteristics of the geological formations. Preliminary results show an important tectonic complexity and the possibilities for groundwater uses in the area of study.     

北京市地下水动态监测示范工程的建设和应用

北京市地下水动态监测示范工程是北京市科委的重大项目,从1999年开始建设,到2004年4月全面完成.本文详细介绍了该项目的建设及开发内容,以及在北京市地下水动态监测工作中的应用情况.     

1999年北京持续高温天气过程的诊断分析

利用北京观象台观测资料和NCEP/NCAR再分析数据,对1999年6月24日至7月2日北京一次持续性高温天气的演变和发展过程及非绝热加热作用对系统的影响进行诊断分析,结果表明：在此次高温天气发生前,欧亚大陆中高纬度环流经向度很大,欧洲北部和贝加尔湖以南为高压脊控制,中亚和我国东北地区则处于低压槽内。贝加尔湖南部的高压脊纬向延伸范围较广,在东移过程中长时间影响北京。随着贝加尔湖以南的高压脊逐渐东移,北京上空下沉增温与非绝热加热作用有所增强,北京逐渐受到高温天气影响。在高温天气发生的后半阶段,我国东北的低压槽入海后在120130°E附近维持并发展,槽前非绝热加热率很大。从垂直方向来看,加热率在500 hPa以下随高度迅速增加,根据全型涡度方程,强烈的非绝热加热率垂直分布不均作为一个明显的涡度源区,对入海低压槽的稳定维持有显著的作用。而入海低压槽的稳定维持,又阻碍了华北高压脊的东移,使其在北京地区长时间稳定少动,为北京带来多日的持续性高温天气。     

堆石料Gudehus-Bauer亚塑性本构模型改进及参数确定方法

研究了Gudehus-Bauer亚塑性本构模型和模型参数的求取方法。采用侧限压缩试验曲线求取模型参数颗粒硬度hs和指数n。根据模型方程的推导,建立了拟合指数 和 与围压之间的关系,并提出了新的拟合参数。考虑到堆石料具有明显的剪胀、剪缩性,在Gudehus-Bauer模型线性项中增加了主要控制体积应变项 ,以改善模型对堆石料体积应变曲线的描述。采用堆石料大型侧限压缩试验、常规三轴试验分别验证了新的拟合参数和改进后的Gudehus-Bauer亚塑性本构模型。与堆石料试验成果比较,提出的新拟合参数与改进后的Gudehus-Bauer亚塑性本构模型可以较好地模拟堆石料的应力-应变特性,并较好地改善了堆石料体变曲线的模拟结果。对改进后的模型作了常规三轴加、卸载模拟,模拟结果反映了改进的Gudehus-Bauer亚塑性本构模型具有一定的卸载适应性。     

基于可靠度理论的黄土高边坡优化设计

对黄土高边坡进行可靠性分析，应用数学原理和优化原理，建立了黄土高边坡的优化模型，对铜黄一级公路黄土高边坡进行分析验证。结果表明，该方法计算的结果与实际较接近．应用中易操作。     

北京市再生水灌溉对地下水的重金属污染风险

通过野外取样分析再生水灌溉、长期污水灌溉条件下土壤剖面和地下水中重金属含量,预测再生水灌溉对地下水的重金属污染风险。结果表明：污染严重的Cr、Cu和Zn等3种元素主要在土壤表层0～20cm累积,0～180cm土层呈先降低后升高,之后再降低的变化趋势。污染较轻的As、Ni和Pb在0～60cm土层含量差异不大,0～180cm土层大致呈先升高后降低的变化趋势。所有重金属在土壤剖面90cm左右的土层中均存在高值区,该层含量高于上、下土层,高值区的分布位置与北京剖面土壤发生层的分布特征一致,与成土母质自然发育有关,并非表层土壤重金属向下淋溶沉积而成。综合土壤剖面重金属分布特征和调查区地下水重金属浓度情况,重金属向下层土壤迁移的趋势很小,即使凉水河灌区污染严重的Cr、Cu、Zn,主要在土壤表层累积,并未导致地下水重金属污染。在当前的水质条件下,农田再生水灌溉输入的重金属量低于大气沉降和有机肥施用,再生水灌溉导致地下水的污染风险小于大气沉降和有机肥施用。因此相对于大气沉降、有机肥施用等输入途径,再生水灌溉导致地下水重金属污染的可能性不大。     

长春市利用高分辨率卫星正射影像生产城市专题地理信息工程技术实践

高分辨率卫星遥感影像是城市空间地理信息的重要数据源,可通过遥感影像信息提取技术获取以满足城市规划、城市园林、市政公共管理等部门所需的城市专题地理信息数据。本文阐述了长春市利用高分辨率卫星正射影像,采用人机交互目视解译方法批量生产城市专题地理信息的技术实践。     

北太平洋海平面气压场变化与海温的关系

利用SVD（singular value decomposition）方法分析了1948年1月—2002年12月北太平洋海平面气压场与海温的关系。结果表明,SVD第1对异类相关分布型反映出,当东北太平洋副热带高压加强（减弱）时,Namias海区海温升高（降低）,而加利福尼亚海流区海温降低（升高）。SVD第2对异类相关分布型表明,当阿留申低压加深、北太平洋副热带地区气压升高时,黑潮暖流区海温升高,而北太平洋高、低纬海温降低;反之亦然。时滞相关表明,北太平洋大气环流异常超前海温1个月的相关最好,海温变化对大气环流异常分布型具有维持作用。NCAR CCSM3模拟结果很好地验证了上述结论,即在海气相互作用过程中,东北太平洋副热带高压和NPO（North Pacific Oscillation）与北太平洋海温存在密切联系。     

Cost-efficient management of coastal aquifers via recharge with treated wastewater and desalination of brackish groundwater: application to the Akrotiri basin and aquifer,Cyprus

Abstract

We investigate the general methodology for an intensive development of coastal aquifers, described in a companion paper, through its application to the management of the Akrotiri aquifer, Cyprus. The Zakaki area of that aquifer, adjacent to Lemessos City, is managed such that it permits a fixed annual agricultural water demand to be met, as well as and a fraction of the water demand of Lemessos, which varies according to available surface water. Effluents of the Lemessos wastewater treatment plant are injected into the aquifer to counteract the seawater intrusion resulting from the increased pumping. The locations of pumping and injection wells are optimized based on least-cost, subject to meeting the demand. This strategy controls sea intrusion so effectively that desalting of only small volumes of slightly brackish groundwater is required over short times, while ～2.3 m³ of groundwater is produced for each 1 m³ of injected treated wastewater. The cost over the 20-year period 2000–2020 of operation is ～40 M€ and the unit production cost of potable water is under 0.2 €/m³. The comparison between the deterministic and stochastic analyses of the groundwater dynamics indicates the former as conservative, i.e. yielding higher groundwater salinity at the well. The Akrotiri case study shows that the proposed aquifer management scheme yields solutions that are preferable to the widely promoted seawater desalination, also considering the revenues from using the treated wastewater for irrigation.

Citation Koussis, A. D., Georgopoulou, E., Kotronarou, A., Mazi, K., Restrepo, P., Destouni, G., Prieto, C., Rodriguez, J. J., Rodriguez-Mirasol, J., Cordero, T., Ioannou, C., Georgiou, A., Schwartz, J. & Zacharias, I. (2010) Cost-efficient management of coastal aquifers via recharge with treated wastewater and desalination of brackish groundwater: application to the Akrotiri basin and aquifer, Cyprus. Hydrol. Sci. J. 55(7), 1234–1245.     

基于库伊克模型的地面沉降预测分析

针对地面沉降与地下水水位变化的内在关系,考虑地面沉降受到自身变化规律的影响,建立基于库伊克变换的地面沉降预测模型,应用该模型对某地区地面沉降统计数据进行模拟预测,有效实现该地区地面沉降与地下水水位以及本身之间的定量模拟,并探讨模型的拟合效果和预测精度。结果表明库伊克模型拟合效果较好,预测精度较高,能较好地反映研究区域的地面沉降变形趋势。