Sulphate generation in South African underground and opencast collieries

Deterioration in the water quality results from coal mining, and the significant impact on the environment in South Africa has been reported (Funke in SA Water, Sci Technol 15:115–144; 1983). Pyrite in with South African coal can be oxidised to yield acidic and high salinity water. This study deals with the rate at which sulphate could be produced for collieries under different conditions. Four collieries in the Witbank coalfield were selected for this investigation. The boreholes were investigated with an in-situ multi-parameter probe, and then sampled at different times with a specific depth sampler to determine the chemical composition of the water in the collieries. Water level measurements and volumetric calculations were done to determine influx rates. Daily sulphate generation rate for underground mining was found to be in the range of 0.4–2.7 kg/ha, depending on the availability of oxygen and the residence time of the water (the time available for neutralising agents present to react) in the mining void. The exclusion of oxygen due to flooding and the presence of calcareous carbonates influences the observed sulphate generation.     

抽水对地下水位、汞、氡的影响——以古城试验为例

介绍了在内蒙古古城进行的同层抽水对水位、水温(地热)、气氡、气汞、水氡与水汞影响的观测试验及其结果。结果表明,抽水对井水位影响最大,影响距离可达近1 km;对水温影响较为明显;对气氡、气汞的影响不明显;水氡与水汞的动态可能有一定影响,但影响幅度不大。     

我国地震地下流体科学40年探索历程回顾

通过回顾40年来中国大陆地震地下流体科学研究与实践的发展历程,总结了早期在该领域具启迪性的研究工作和主要成果。纵观历史,无论是观测技术和理论方法的创新,还是对各种参量的观测分析以及预测方法的研究,地震地下流体科学都与地震监测预报这一关键需求紧密相关。地下流体观测网建设的历史沿革表明,对强地震的监测与预测需求推进了观测网的建设和发展;观测技术的发展过程体现出基于多手段、综合性和数字化的趋势;地下流体理论与前兆机理的研究成果表明,前兆模型(或模式)、数值模拟、室内和野外实验研究等是推进学科创新工作的主要技术途径;地震预测方法的研究成果体现出探索基于具有物理基础的预报技术,以及重视实用性与科学性相统一的思想;预测实践证明,地下流体学科在我国大陆地震预测实践中发挥着重要作用。文章最后介绍了本学科主要的论著及技术规范,简要回顾了不同的历史发展阶段、有关学术团体和专家对地下流体学科主要科学问题的认识以及该学科的重点发展方向。     

山西省地下水位异常指标的综合评价

利用山西地区地下水位观测井1993年以来所积累的震例资料,按照这些震例可采用的经验性异常指标,将该时段内的异常进行了逐一清理,再以每一震例的地震为准,对观测井周围4.0级以上地震进行清理,得到某井某一时段内异常与地震的2个系列。根据相关计算公式对单井的异常指标进行综合评判,得出各观测井的异常与地震相互对应程度的综合指标。     

丽江盆地城市地下水脆弱性评价

选择七个参数，采用DRASTIC方法和GIS技术，对丽江盆地地下水进行脆弱性评价。结果表明：73．2％属于较高脆弱区，25．8％属于高脆弱区，仅有1％为中等区，应杜绝污染性项目，减少化肥、农药施用量，防止地下水污染。     

城市地下管网图形快速查询软件的设计

本文以C语言为开发工具,根据地下管网所具有的线性特征,设计了一种独特的点位编码结构,并以此为基础,开发了一种管线图形属性快速查询的软件。     

鄂尔多斯块体西缘及西南缘深部电性结构与该区地质构造的关系

对在地理位置上具有一定代表性的鄂尔多斯块体西缘及西南缘的３ 条大地电磁剖面进行了分析。盐池—阿拉善左旗剖面：整条剖面上均有壳内低阻层和上地幔低阻层分布,低阻层在银川断陷盆地上隆。定边—景泰剖面：壳内低阻层仅出现在弧形断裂带区,但上地幔低阻层在整个剖面上都有分布。在弧形断裂带区上地幔低阻层埋藏深度加大,但并不上隆,这与北面银川断陷盆地的上地幔上隆形成反照。分析认为,银川断陷盆地属于拉张性质,而弧形断裂带区属于挤压性质,由于均衡调整作用,造成了两者上地幔结构的反差。成县—西吉剖面：以天水太京测点为界,其南、北两段的电性结构差异较大,这为划分南、北两个地质单元提供了深部结构上的依据     

Micro-sequential contour blasting—how does it influence the surrounding rock mass?

The optimal delay time between the contour holes in rock blasting has been studied by theoretical and empirical research in Sweden, regarding ground vibrations, increase in crack frequency, radial crack length and finally overbreak (half cast factor). The model test presented in this paper concerns controlled contour blasting in tunnelling and the full-scale blasts concern tunnelling, road cutting, and dimensional stone quarrying. The results indicate that the microsequential contour blasting technique (contour holes fired in sequence and with a delay in the order of 1–2 ms) is superior to simultaneous initiation both regarding blast-induced ground vibrations and crack frequency increase in the rock mass. Both these evaluation methods reflects the conditions deeper in the remaining rock mass. Simultaneous initiation, however, is superior to micro-sequential contour blasting both regarding the half cast factor and the length of radial cracks emanating from the blastholes. These two parameters are more related to the surface conditions after blasting. The industrial applications of this new knowledge are the use of micro-sequential contour blasting when ground vibrations are of greater concern than the contour, for example, in trench blasting or quarrying in urban areas, and the use of simultaneous initiation when an even rock surface is of high priority.     

The application of rock mass classification systems to underground excavation in weak limestone, Atatürk dam, Turkey

The Atatürk dam was built across the Firat River on clayey limestone. A grout curtain, providing impermeability in the left and right abutments, was done in grouting galleries. The well known rock mass classification systems for tunneling purposes [rock structure rating (RSR), rock mass rating (RMR) and rock mass quality index (Q)] were used to classify the rock mass along these galleries. Based on RSR, RMR and Q values, the rock masses in the galleries have been classified into three different classes. Correlation between the three classification systems is discussed and suggestions are made for using rockbolt, shotcrete with wiremesh and steel ribs for supporting the rock mass.     

节理岩体爆破数值模型及模拟研究

运用多刚体系统动力学及接触冲击理论建立了节理岩体弹塑性动态本构模型。基于DYNA－2D程序原理及其框架,利用所建模型,模拟了节理岩体的爆破过程,量化了节理岩体在爆炸载荷作用下不同时刻的应力场。