氢气还原富铁矿石制备零价铁富集磷

以褐铁矿、菱铁矿、赤铁矿和磁铁矿为原料,在600 ℃下氢气焙烧制备零价铁(ZVI).采用X射线衍射仪、X射线荧光光谱仪、比表面积和孔结构分析仪、扫描电镜、X射线光电子能谱、红外光谱表征了富铁矿石矿物组成及制备产物ZVI的形貌、比表面积和孔结构特征,考察了接触时间、初始磷浓度和pH值对磷富集的影响,并分析了pH值为3和5时,富铁矿石中Pb(Ⅱ)、Cu(Ⅱ)、Hg(Ⅱ)的释放情况,探讨了零价铁对磷的富集性能及作用机制.结果 表明,磁铁矿制备的ZVI中铁含量较高(Fe2O387.4％)、杂质较少、拥有大量的微纳米孔隙且矿石原样在15天内未检出Pb(Ⅱ)、Cu(Ⅱ)、Hg(Ⅱ)的释放,磁铁矿制备的ZVI表现出最好的磷富集效果,w(P)可达13.45 mg/g.使用NaOH (2.2 mol/L)溶液可以回收ZVI富集的磷,回收率可达到99.9％.表面络合、静电吸附和Fe氧化产生的Fe(Ⅱ)/Fe(Ⅲ)对磷的共沉淀作用是ZVI富集磷的主要机制.研究结果有助于推动富铁矿石的综合利用及其在磷的深度处理或磷资源循环利用方面的应用.     

Mechanical behavior and micro-structure of cement kiln dust-stabilized expensive soil

In this study, the effects of cement kiln dust (CKD) on the swelling properties, strength properties, and microstructures of CKD-stabilized expansive soil were investigated. Samples were prepared and stabilized with different CKD content ratios, ranging from 0 to 18% by dry mass. The results obtained show that the maximum swelling pressures decrease exponentially with increases in CKD content. Both the cohesion and unconfined compressive strength (UCS) increase at ratios below 10% CKD and then decrease slightly, above that ratio. CKD can also improve the strength of saturated, expansive soil. There is no visible change of UCS for soil without CKD when cured, while the UCS of a sample with 10% CKD content after curing for 90 days is higher than that after curing for only 1 day. This indicates that CKD can improve the long-term strength of expansive soil. Finally, microstructure analysis reveals that the addition of CKD reduces the montmorillonite content of expansive soil and decreases its swelling properties. The addition of CKD also changes the pore volume distribution, both the size and amount of macro-pores and micro-pores decrease with increase in CKD content. For saturated samples, the size of macro-pores is obviously reduced, while that of micro-pores is slightly increased for both treated and untreated soils. Hydration and saturation processes make the soil structure become dispersive which results in a lower strength, and adding CKD can restrain this process. The suggested optimal CKD content is between 10 and 14% and with a curing time of more than 27 days.     

寒区线性工程沿线冻土区的植被恢复

寒区油气管道、公路、铁路等线性工程占地、建设和开挖对沿线寒区生态环境是一个切割、破碎的过程, 对自然植被和下伏冻土造成了很大的扰动. 管道泄露引发的油污还可引起植被的退化和死亡. 植被覆盖层破坏后改变了原有的地气界面之间的水、热交换条件和力学性质, 反过来又可加速引发下伏冻土和线性工程地基的退化. 基于保护线性工程地基及下伏冻土的目的, 同时顺应环境保护的要求, 目前就寒区线性工程的植被恢复问题已经有许多探索和实践. 当前, 寒区植被恢复注重最低限度的人为介入干预下的自然恢复, 根据线性工程沿线土壤、湿度、营养条件、物种分布和丰度, 视具体情况选择物种, 确定建植方法. 阿拉斯加管道和青藏铁路植被恢复上的经验和方法, 可为拟建的冻土区中俄输油管道项目沿线的植被恢复问题提供科学的参考和借鉴.     

新一代"西北干旱监测预测业务服务综合系统"

新一代“西北干旱监测预测服务综合业务系统”,是一个具有较好物理基础,较强的监测、预测、服务能力,较高自动化程度并具有西北地域特色的业务服务综合系统。本系统以短期气候预测为依托,集气象信息采集、加工、信息存储为一体,并充分利用互联网技术和已有的系统、资料及信息,吸纳了项目其它子专题的系统和成果,节省了计算机海量空间,避免了许多重复劳动,在近几年日常监测、预测业务服务工作中发挥了积极作用。     

浙江江山灯影组碳、氧同位素特征

通过测试分析了浙江江山灯影组碳酸盐岩的碳、氧同位素特征。结果显示δ^13C值在-2．11‰～2．71‰之间，底、顶部表现为负异常，主体部分比较平稳，变化频率不大。呈微弱的降低趋势；δ^18O值在-3．52‰～-8．76‰之间变化，整体比较平稳，从底到顶呈略降低的变化趋势。浙江江山碳、氧同位素的特征与国内外同期地层非常相似，具有全球可对比性，反映浙江江山地区在灯影初期海平面短暂下降，随后海洋环境相对稳定，直到灯影末期，与全球古环境发生强烈变化一样，本区海洋环境也发生了强烈变化。     

A nonstationary extreme value distribution for analysing the cessation of karst spring discharge

The effects of climate change and population growth in recent decades are leading us to consider their combined and potentially extreme consequences, particularly regarding hydrological processes, which can be modeled using a generalized extreme value (GEV) distribution. Most of the GEV models were based on a stationary assumption for hydrological processes, in contrast to the nonstationary reality due to climate change and human activities. In this paper, we present the nonstationary generalized extreme value (NSGEV) distribution and use it to investigate the risk of Niangziguan Springs discharge decreasing to zero. Rather than assuming the location, scale, and shape parameters to be constant as one might do for a stationary GEV distribution analysis, the NSGEV approach can reflect the dynamic processes by defining the GEV parameters as functions of time. Because most of the GEV model is designed to evaluate maxima (e.g. flooding, represented by positive numbers), and spring discharge cessation is a ?minima’, we deduced an NSGEV model for minima by applying opposite numbers, i.e. negative instead of positive numbers. The results of the model application to Niangziguan Springs showed that the probability of zero discharge at Niangziguan Springs will be 1/80 in 2025, and 1/10 in 2030. After 2025, the rate of decrease in spring discharge will accelerate, and the probability that Niangziguan Springs will cease flowing will dramatically increase. The NSGEV model is a robust method for analysing karst spring discharge. Copyright © 2013 John Wiley & Sons, Ltd.     

A procedure for evaluating seismic energy demand of framed structures

Energy serves as an alternative index to response quantities like force or displacement to include the duration‐related seismic damage effect. A procedure to evaluate the absorbed energy in a multistorey frame from energy spectra was developed. For low‐ to medium‐rise frames, it required a static pushover analysis of the structure to determine the modal yield force and ductility factor of an equivalent single‐degree‐of‐freedom system for the first two modes. The energy spectra were then used to determine the energy contribution of each mode. A procedure was also developed to distribute the energy along the frame height based on energy shapes. This study showed that the second‐mode response in some cases needs to be considered to reflect the energy (or damage) concentration in the upper floors. Copyright © 2002 John Wiley & Sons, Ltd.     

Geology and impact features of Vargeão Dome,southern Brazil

Abstract– Vargeão Dome (southern Brazil) is a circular feature formed in lava flows of the Lower Cretaceous Serra Geral Formation and in sandstones of the Paraná Basin. Even though its impact origin was already proposed in the 1980s, little information about its geological and impact features is available in the literature. The structure has a rim‐rim diameter of approximately 12 km and comprises several ring‐like concentric features with multiple concentric lineaments. The presence of a central uplift is suggested by the occurrence of deformed sandstone strata of the Botucatu and Pirambóia formations. We present the morphological/structural characteristics of Vargeão Dome, characterize the different rock types that occur in its interior, mainly brecciated volcanic rocks (BVR) of the Serra Geral Formation, and discuss the deformation and shock features in the volcanic rocks and in sandstones. These features comprise shatter cones in sandstone and basalt, as well as planar microstructures in quartz. A geochemical comparison of the target rock equivalents from outside the structure with the shocked rocks from its interior shows that both the BVRs and the brecciated sandstone have a composition largely similar to that of the corresponding unshocked lithologies. No traces of meteoritic material have been found so far. The results confirm the impact origin of Vargeão Dome, making it one of the largest among the rare impact craters in basaltic targets known on Earth.     

2009年7月8-9日泰安市暴雨成因分析

2009年7月8-9日发生在泰安的暴雨天气过程主要是在副高西进北抬、副高边缘西南暖湿气流与高空低槽东移南压相结合的大尺度环流下,由黄河北部的低层中尺度切变线和鲁中地区的小低涡以及低空西南急流共同作用造成的.低空西南急流为大暴雨的产生输送了充足的水汽,低涡加大了辐合上升运动和水汽辐合.850 hPa低空大气散度辐合中心正处于泰安,垂直速度强上升区也在鲁中地区,为暴雨产生提供了足够的动力条件,低层850 hPa假相当位温θse＞75 ℃的高能舌为这次暴雨提供了不稳定能量.