西藏南木林普洛岗岩体锆石定年和Hf同位素特征及其地质意义

对冈底斯中段南木林县普洛岗乡花岗岩岩体进行了原位锆石LA-ICP-MS U-Pb定年和Hf同位素分析。2个花岗岩样品加权平均年龄分别为(44.3±1.1)和(44.5±1.1) Ma,代表该岩体的岩浆结晶年龄为始新世。岩石地球化学资料显示,花岗岩SiO₂质量分数为60.53％~65.28%,K₂O+Na₂O质量分数为6.53％~7.98%,Al₂O₃质量分数为15.52％~16.13%,铝饱和指数为0.86~0.91,属于准铝质高钾钙碱性系列花岗岩类。花岗岩轻稀土元素相对较富集,具有明显的Eu负异常,微量元素中亏损Nb、Ta、Ti和富集Rb、Th、U、Pb。锆石Hf同位素初始比值ε_Hf(t)值为8.8~11.1,¹⁷⁶Hf/¹⁷⁷Hf 为0.282 994~0.283 060,Hf同位素地壳模式年龄为422~557 Ma,反映了其岩浆来源于新生地壳物质的部分熔融。普洛岗乡花岗岩的形成与新特提斯洋向北俯冲、俯冲板片折返断离有关。     

The effects of soil sand contents on characteristics of humic acids along soil profiles

It is generally accepted that the compositions and properties of soil organic matter (SOM) are influenced by many factors. In order to reveal the effects of soil texture on characteristics and dynamics of SOM and its sub-fraction, humic acid (HA), along two soil profiles, a yellow soil profile and a purplish soil profile, under the same climate and vegetation conditions were determined. Results indicate that the decomposition and humification degrees of SOM and HA of the purplish soils are higher than those of the corresponding yellow soils indicated by A/O–A ratios of HAs, TOCs and HA yields of bulk soil samples, nevertheless, the development degree of the purplish soil is lower than that of the yellow soil. The variations of E₄/E₆ ratios of HAs along the soil profiles indicate the overall molecular sizes of HAs decreased downward along the soil profiles. A/O–A ratios of HAs decreased downward along both the soil profiles indicate that humification processes decrease downward along both the soil profiles. Leaching of SOM shows significant effects on the distribution and characteristics of HAs in the yellow soil profile but the purplish soil profile, which is consistent with the higher hydrophobicity of HAs in purplish soils, shows that the distribution characteristics of SOM along the soil profiles are a complex result of the combination of soil texture and characteristics of SOM itself. The remarkably different sand contents are concluded tentatively as one of reasons to the different distributions and dynamics of HAs along the soil profiles, however, to profoundly understand the evolution and transport of SOM along soil profiles needs more researches.     

Copula-based risk evaluation of droughts across the Pearl River basin, China

Daily precipitation data for the period of 1960–2005 from 42 precipitation gauging stations in the Pearl River basin were analyzed using the Mann–Kendall trend test and copula functions. The standardized precipitation index method was used to define drought episodes. Primary and secondary return periods were also analyzed to evaluate drought risks in the Pearl River basin as a whole. Results indicated that: (1) in general, the drought tendency was not significant at a 95 % confidence level. However, significant drought trends could be found in November, December, and January and significant wetting trends in June and July. The drought severity and drought durations were not significant at most of the precipitation stations across the Pearl River basin; (2) in terms of drought risk, higher drought risk could be observed in the lower Pearl River basin and lower drought risk in the upper Pearl River basin. Higher risk of droughts of longer durations was always corresponding to the higher risk of droughts with higher drought severity, which poses an increasing challenge for drought management and water resources management. When drought episodes with higher drought severity occurred in the Pearl River basin, the regions covered by higher risk of drought events were larger, which may challenge the water supply in the lower Pearl River basin. As for secondary return periods, results of this study indicated that secondary return periods might provide a more robust evaluation of drought risk. This study should be of merit for water resources management in the Pearl River basin, particularly the lower Pearl River basin, and can also act as a case study for determining regional response to drought changes as a result of global climate changes.     

滇西北石鼓杂岩中花岗质片麻岩年代学、地球化学特征及地质意义

青藏高原东南缘滇西北前寒武纪石鼓变质杂岩中新识别出一套花岗质片麻岩.采用LA-ICP-MS方法进行锆石U-Pb年代学分析,获得206Pb/238 U加权平均年龄分别为790±11 Ma(MSWD=2.1,n=10)和814±15 Ma(MSWD=5.7,n=9),显示其形成于新元古代早期.地球化学特征显示,岩石具有高硅(SiO2=66.05％～77.16％)、高 K2O/Na2O(0.90～9.26,均值2.57)特征,MgO=0.35％～3.60％,TFeO=1.02％～4.86％,P2O5=0.03％～0.17％.铝饱和指数A/CNK为1.08～2.51,矿物组合中出现石榴子石和白云母等富铝矿物,CIPW标准矿物中刚玉分子平均含量为4.72％,显示为强过铝质花岗岩.球粒陨石标准化稀土配分显示轻稀土元素富集,(La/Yb)N=1.79～12.34,具明显的Eu负异常(δEu=0.21～0.67).原始地幔标准化蛛网图显示,岩石富集Rb、U,明显亏损Ba、Ta、Nb、Sr、P、Ti元素.综合分析认为,花岗质片麻岩原岩主要为低成熟度、黏土贫乏的砂质岩在高温条件下部分熔融的产物,形成于后碰撞构造环境,是Rodinia超大陆汇聚事件在滇西北石鼓地区的响应.     

武汉市宝通寺地铁站基坑工程监测与分析

介绍了武汉市轨道交通二号线一期工程第20标段宝通寺地铁车站基坑工程的支护设计和监测方案,并对监测结果中基坑周围岩土体侧向水平位移和内支撑轴力进行了初步分析。监测结果表明：土层和岩层在基坑开挖过程中的侧向水平变形程度相差较大,且不同状态的土层侧向水平变形程度亦不相同;由于土层相对于岩层侧向变形较大,其支护时所表现出来的内支撑轴力亦比较大。因此,对于不同地层,进行基坑支护方案选择时应根据其不同变形性质进行合理的优化设计,对土层和岩层可采取不同的支护形式,以到达既安全又经济的目的。     

上海黏性土剪切带形成的数值模拟分析

各种工程事故表明：现有的土力学计算模型均未考虑应变局部化问题,故不能解释这些工程事故的发生,因此应变局部化和剪切带形成的研究成为国际土力学界研究热点之一。数值模拟是研究剪切带形成的一个重要内容。在数值模拟中首先进行剪切带形成条件的研究,接着考虑土质不均匀性的影响,引入弱单元和强单元,进行弱单元与强单元影响力的研究。     

岩体结构统计均质区的划分

本文介绍由Ｍｉｌｌｅｒ提出的基本概率统计理论的关联表分析，结合施密特投影图研究岩体统计均质区的划分方法。对该法进行了适当的修改，编写了相应的计算机程序。并对三峡永久船闸地区的岩体结构，进行了岩体结构统计均质区的划分，获得了良好的效果。     

莫桑比克东部滨海砂矿矿物组成及特征

滨海砂矿是目前全球最大的潜在矿产资源之一。以莫桑比克的滨海砂矿作为研究对象,利用光学显微镜、X射线衍射、扫描电镜、等离子体质谱（ICP-MS）等手段对莫桑比克东部滨海砂矿的矿物组成及特征进行了研究。并用数理统计方法讨论了重砂矿的元素赋存状态及其载体矿物。研究结果表明：（1）砂矿的矿石矿物主要为钛铁矿、金红石和锆石,脉石矿物主要为石英和长石。（2）重砂矿的主要化学组分为Ti和zr;Hf及REE为次要组分;而主要有害元素组分Th和U,其总体含量低,故重砂矿对采选加工和产品利用均无明显环境危害。（3）重砂矿中元素含量与粒度之间呈一定相关性,显示zr、Hf、U、Cr、Ta的载体矿物的粒度相对较细;Ti、Fe、V、Nb的载体矿物的粒度相对较粗。     

黑龙江省闪电活动特征及其与地面相对湿度的响应关系

利用2006-2017年黑龙江省闪电定位资料和日平均地面相对湿度资料,采用数理统计、Pearson相关分析、GIS空间分析技术,研究了闪电密度和强度对地面相对湿度（R_H）的响应关系。结果表明：地面R_H过小或过大都不利于闪电活动产生;当R_H < 25%时,几乎无闪电发生,当R_H < 77%时,R_H增加有利于闪电活动发生,当R_H>79%时,随着R_H增加,闪电活动减少;当R_H < 77%时,闪电密度与之呈正相关,闪电强度与之呈负相关;当R_H>79%时,闪电密度与之呈负相关,闪电强度与之呈正相关;地面R_H的临界值域约为77%-79%;70%≤ R_H ≤ 90%区间为闪电易发湿度区间,在闪电密度与湿度相关度高的区域,闪电更趋于集中发生在闪电易发湿度区间。     

地形对于气流运动影响的数值研究

建立了二维、非静力平衡的数值模式，研究地形对上游气流的阻挡以及大振幅背风波谷与下坡风的形成。结果表明：地形的阻挡效应受地形高度、大气层结及地形非对称性等因子的影响。数值试验与理论分析都证明地形越高、层结越稳定时阻挡作用越强；同样条件下，迎风坡坡度大的地形容易对气流形成阻挡。此外，分析了地形高度、大气层结、地形非对称性以及基本入流大小对背风波谷及下坡风强度影响的规律，并通过一次实际观测对数值模拟结果进行了检验。