毛细管气相色谱法测定矿坑水中的苯系物

以国家标准方法和EPA方法为基础, 进行了矿坑排水中苯系物的测定.在测定过程中进行了质量保证和质量控制实验, 用外标法定量.在水样测定的同时对用自动顶空进样器和吹扫捕集浓缩仪两种进样方式测定矿坑排水中苯系物的方法进行了比较, 对进样方式和影响测定的因素进行了讨论.结果表明, 自动顶空进样器的回收率为108.5 8%~116.38%, 方法检出限为5.00~10.00 μg/L; 吹扫捕集浓缩仪的回收率为94.87%~105.6 3%, 方法检出限为0.25~0.50 μg/L.      

Apatite stability under different oxygen fugacities relevant to planetary bodies

Mineralogy and Petrology - Apatite is widely distributed in terrestrial and extraterrestrial environments and may therefore crystallize in relatively oxidized environments found here on Earth, and...     

星载合成孔径雷达成像处理

合成孔经雷达(Synthetic Aperture Radar,SAR)是当今微波遥感领域的研究热点,其全天候、全天时、高分辨率以及穿透地表等特点使其具备其他传感器不可比拟的优势,因此得到了极其广泛的应用。成像处理是SAR技术的核心部分。分析了星载SAR点目标回波信号模型和几种常用的星载SAR数字成像处理算法。以距离-多普勒算法为例,阐述了距离压缩和方位压缩的实质,详细讨论了多普勒参数估计、距离徙动校正和斑点噪声的去除等几个关键的问题。采用ERS-1卫星数据做了成像实验,并对SAR成像技术加以总结。     

基于大数据的文化遗产认知分析方法——以北京旧城中轴线为例

以北京旧城中轴文化遗产为例,利用2012、2015年的相关微博、报刊新闻、学术文献数据,通过提取关键词,抽取词频、tf-idf权重、互信息、后验概率等特征,从群体、时间、空间多个维度分析文化遗产的认知。在人群维度上,通过具有特征性人群的传媒信息,发现不同人群对文化遗产的认识存在异同：对于中轴文化遗产核心单元故宫、天安门、天坛的认知相对一致,而对于钟楼鼓楼、太庙、地安门的认识,官方偏向于行政管理,学者偏向于历史价值,大众则偏向于生活化。在时间维度上,提取文化遗产关注程度和认知变化。如相对于2015年,大众对故宫、天安门的关注程度相对提高,对太庙的历史价值认识更为丰富。大众相对于官方和学者对文化遗产的认知更容易发生变化,且对热点事件敏感。在空间维度上,挖掘文化遗产单元之间的认知转移和关联模式,一方面,空间上相连的天安门—正阳门—正阳门大街具有较高的双向认知;另一方面,中轴文化遗产中,故宫、天安门、天坛的后验概率较高,表现出跨空间的认知汇聚模式。基于大数据的认知分析方法,是问卷调查、文献调研、访谈分析等传统方法的重要补充方式,能够降低数据收集者的主观影响,增加分析维度和效率,有助于发现隐含的知识和模式。本文结论可为文化遗产价值挖掘、保护提供决策支持。     

Research on the temperature field of a partially freezing sand barrier with groundwater seepage

To study the distribution characteristics and variation regularity of the temperature field during the process of seepage freezing,a simulated-freezing test with seepage of Xuzhou sand was completed by using a model test developed in-house equipment.By means of three group freezing tests with different seepage velocities,we discovered the phenomenon of the asymmetry of the temperature field under the influence of seepage.The temperature upstream was obviously higher than that downstream.The temperature gradient upstream was also steeper than that downstream.With a higher seepage velocity,the asymmetry of the temperature field is more pronounced.The asymmetry for the interface temperature profile is more strongly manifest than for the main surface temperature profile.The cryogenic barrier section is somewhat"heartshaped".With the increasing velocity of the seepage flow,the cooling rate of the soil decreases.It takes much time to reach the equilibrium state of the soil mass.In our study,seepage flow velocities of 0 m/d,7.5 m/d,and 15 m/d showed the soilcooling rate of 4.35°C/h,4.96°C/h,and 1.72°C/h,respectively.     

岳阳地区地震活动性研究

本文系统地研究了岳阳及其邻区300公里范围内的地震活动特征，包括历史和现代地震的时空分布，应变积累释放以及地震活动周期的数值分析等，并利用四种方法对未来50－100年内的地震趋势进行了预测。     

岩石受热后的强度,变形破坏特性的微观研究

本文对砂岩、灰岩、大理岩在不同温度条件下的单轴抗压强度进行了实验研究,并对岩石在各种温度下结构变化进行了镜下分析,探讨了岩石受热后的破裂机理,定性定量地分析了岩石裂纹随温度变化而发展的规律。研究和分析结果表明:在热应力和外应力的作用下,随着温度增加,砂岩单轴抗压强度有增加的趋势,而灰岩、大理石的强度则有所降低。温度对这几种岩石的变形和破坏特性也有很大影响。     

湘西花垣地区下寒武统清虚洞组生物丘钙藻形态群与环境群带的划分及意义

引言生物作为一种举足轻重的判别沉积环境的标志,已为广大沉积学者所公认。然而,这种标志是通过古生物与其有亲缘关系的现代生物的生活环境的对比及可靠的相标志互为验证而得到的。对于那些早已绝种而无法与现代生物生活环境参照对比的生物来说,研究形态群与环境的关系显得格外重要而有意义。作者自1986—1988年在湘西花垣地区的地质调研中,发现该区19个钙藻属种据其形态特征可以划分为四个群七个亚群。这些形态群在剖面上有某种规律性的排列分布,详细的研究又证实了这种排列分布与一定的沉积环境关系密切,从而作者厘定了“与一定的环境相     

庙岛南部海域海砂开采对海底地形的影响

利用庙岛南部海域海砂开采区海底地形实测资料,对比分析了海砂开采过程中历年来海底地形地貌的特征变化,发现采砂活动并未引起该区水深发生较大变化。由于动态补偿作用,采砂以后在潮流和波浪的共同作用下,周围海域的泥沙将不断向采砂导致的深槽内填充,并使深槽逐渐变浅。输沙量计算结果表明,长岛海域净供砂量为9.0×104m3/a。从输沙方向看与潮流和波浪的影响及海底地形的走向密切相关。目前开采量小于3.3×104 m3/a,如果按照目前采砂规模,保证安全生产,采砂工程不会对海底地形、海岸地貌造成明显的影响。     

High-frequency interference waves in low strain dynamic testing of X-section concrete piles

Stress waves propagate along vertical, radial and circumferential directions when a non-uniformly distributed load is applied at one end of a three-dimensional shaft. As a result, the receiving signals are usually mixed with undesired interference components, often featuring as high-frequency fluctuations. Previous studies have revealed that sectional geometry(shape and size) greatly affects the high-frequency interference. In this study, low strain dynamic testing on full-scale X-section concrete is conducted in order to investigate the influences of high-frequency interference on velocity responses at the pile head. Emphasis is placed on the frequency and peak value of interference waves at various receiving points. Additionally, the effects of the geometrical, and mechanical properties of the pile shaft on high-frequency interference are elaborated on through the three-dimensional finite element method. The results show that the measured wave is obscured by interference waves superposed by two types of high-frequency components. The modulus and cross-sectional area are contributing factors to the frequency and peak value of the interference waves. On the other hand, the position with the least interference is determined, to some extent, by the accurate shape of the X-section.