华北地台北缘奥陶系亮甲山组的碳酸盐复合海平面变化旋回层序

华北地台北缘亮甲山组地层中发育有六种碳酸盐米级旋回层序:a型和b型属潮下型,其下部单元为钙质泥岩(a型)及薄层泥晶灰岩(b型),上部单元为颗粒泥晶灰岩(a与b相同);c-f型属环潮坪型,它们的上部单元均为薄层泥晶自云岩及泥质白云岩,其下部岩石单元:c型为厚层及块状颗粒泥晶灰岩,d型为局部白云石化颗粒泥晶灰岩。e型为白云岩化颗粒泥晶灰岩,f型为中厚层含少量颗粒的泥晶结晶白云岩。从a型到f型正好构成一个米级旋回层序的环境变化谱系。
根据米级旋回层序的有序垂直叠加形式,可以建立亮甲山组地层构成的复合海平面变化旋回层序:1个三级旋回层序包含3个四级旋回层序,13-15个五级旋回层序,60余个左右的米级旋回层序。
通过这项研究表明,在浅水地层中进行露头旋回层序研究时,米级旋回层序是基本工作单元,其有序垂直叠加形式是识别长周期旋回层序的关键。     

中国叠合型盆地复合含油气系统的基本特征

中国叠合型含油气盆地具有演化历史漫长、多阶段构造演化、充填层系多的特点。所发育的含油气系统常具有油气混源、多储集层系、运聚方式组合多变与成藏期次多的特点 ,很难用Magoon和Dow( 1994 )的概念对其进行确切描述。文中从中国含油气系统的特点出发 ,提出了“复合含油气系统”的概念 ,并建立相应的划分及评价方法。中国复合含油气系统有叠置型、运聚变异型、相向汇聚型、断层贯通型、油气分异型、共盖型及改造型等 7种常见类型 ,每一叠合盆地含有上述 1种或多种类型。如中国中西部前陆克拉通叠合型盆地以冲断带断层贯通型与前陆斜坡不整合面运聚型为特色 ,而东部断陷坳陷叠合型盆地则以叠置型复合含油气系统为主 ,南方残留新生型叠合盆地则以改造型复合含油气系统占主导 ,因此每类盆地的复合含油气系统的特点与勘探手段并不一致。复合含油气系统描述是油气勘探战略选区的基础 ,油气运聚单元的划分与评价则是制定油气勘探方向的关键 ,现代勘探技术的综合配套应用是提高中国复合含油气系统勘探成效的根本保证。     

Response Surface Optimization for Removal of Cadmium from Aqueous Solution by Waste Agricultural Biosorbent Psidium guvajava L. Leaf Powder

Response surface methodology (RSM) was applied to study the combined effects of the various parameters namely, pH, biosorbent dosage, cadmium concentration and temperature, and to optimize the process conditions for the maximum removal of cadmium using Psidium guvajava L. leaf powder. In order to obtain the mutual interactions between the variables and to optimize these variables, a 2⁴ full factorial central composite design using RSM was employed. The analysis of variance (ANOVA) of the quadratic model demonstrates that the model was highly significant. The model was statistically tested and verified by experimentation. A maximum cadmium removal of 93.2% was obtained under the following optimum conditions: aqueous cadmium concentration 40.15 mg/L, adsorbent dosage 0.5 g/50 mL solution, pH 5.0, and temperature (35°C). The value of desirability factor obtained was 1.     

Zircon U–Pb ages of granitic and mafic dikes associated with granitoids and metamorphic rocks of the Ryoke Belt in the eastern Kii Peninsula,southwest Japan

Zircon U–Pb dates for felsic and intermediate to mafic dikes intruding into the Ryoke granitoids and metamorphic rocks at selected outcrops in the Takamiyama area of the eastern Kii Peninsula, southwest Japan, were determined along with their geology and petrography to reveal the history of Cretaceous magmatism. At each outcrop, the felsic and intermediate to mafic dikes exhibit specific structures that are indicative of magma intermingling and have coeval intrusion ages of ca. 81–77 Ma. Our zircon U–Pb data complement previously published data, suggesting that the mafic magmatism continued intermittently from 83 to 76 Ma in the Takamiyama area and that magmatism migrated eastward within the Ryoke Belt. A comparison of intrusion ages between a dike and a host Ryoke granitoid at one outcrop indicates that the host rock experienced ductile deformation at ~88 to ~83 Ma. Judging from the small number of zircons and the concordant date distributions, we didn't recognize the evidence suggesting the partial melting of the host rocks, as Nakajima et al. (Journal of the Geological Society of Japan, 2021, 127, 69–78) reported.     

高分异花岗岩浆可能是华南花岗岩型铀矿床主要铀源——来自诸广山南体花岗岩锆石铀含量的证据

锆石的U-Pb测年、Hf和O同位素及稀土、微量元素的研究与应用已获得诸多进展,但锆石中铀含量所蕴藏的地质意义却较少被关注。华南花岗岩型铀矿床的铀源一直存在争议,不同观点认为其分别来自早期已固结地质体、分异岩浆、地幔柱或热点以及U、Th、K富集圈。为尝试利用锆石中的铀含量来追索铀源,本文通过搜集诸广山南体花岗岩锆石U-Pb同位素测年文献,掌握了该花岗岩中14个岩体、37件样品、3种岩性,共467个锆石定年数据。通过数据分析发现印支期(253Ma、244Ma)和燕山期(139Ma、124Ma)具高分异特征的4件酸性岩脉(小岩体)样品中锆石的铀含量明显高于同期岩体。依据铀矿床中高分异酸性岩脉(小岩体)侵位期、基性岩脉侵位期、铀成矿早期(140~90Ma)三者的良好对应关系,结合这一锆石铀含量指示,初步认为华南花岗岩型铀矿床中铀可能主要来自高分异花岗岩浆;推测花岗岩型铀成矿可能属壳幔混合作用结果,即铀源来自地壳分异岩浆,成矿流体和矿化剂主要来自地幔,而成矿空间受断裂系统控制。岩体锆石铀含量或可在铀源丰度、矿床品位判别等方面发挥积极作用。     

承台外区土阻力群桩效应及效应系数的有限元分析

利用三维弹塑性有限元方法,对复合桩基承台外区土阻力群桩效应及其效应系数进行了研究,讨论了土类、桩长、桩距、桩数等对承台外区土阻力群桩效应及其群桩效应系数的影响,结果表明(1)承台外区土阻力随承台宽与桩长之比 (B/L)的增大而增大,但增幅不大;随桩距S增大而增大;受桩数n的影响不大。(2)承台外区群桩效应系数随B/L增大几乎无变化;随S增大而增大;不随n变化而变化。(3)承台外区群桩效应系数与土类有关。     

现浇薄壁管桩复合地基非线性有限元分析

现浇薄壁管桩是处理大面积软土地基的一项新技术,目前已在沿海软土地区高速公路建设中得到了一定的应用,但其产生的时间较短,开展的研究相对较少,利用Plaxis岩土工程有限元软件对现浇薄壁管桩（PCC桩）的工作特性、荷载传递规律及其影响因素、加固机理等方面进行了详细的分析,结果表明,桩外壁摩阻力随桩深近乎呈线性分布,桩内壁摩擦力只在桩下端一定长度内有所发挥,桩芯土体具有较好的闭塞效应,研究成果具有较大的指导意义.     

Further Study of Typhoon Tracks and the Low-Frequency(30-60 Days)Wind-Field Pattern at 850 hPa

The association of typhoon tracks over the western Pacific with the low-frequency wind-field pattern of atmospheric intraseasonal (30-60 days) oscillation at 850 hPa is further studied by using observational data analyses. Comparative analyses of the composite wind fields at 850 hPa, contrasting the atmospheric intraseasonal oscillation (ISO) with the original circulation, show that the typhoon tracks are closely related to the wind pattern of the ISO but are not obviously related to the original wind fields. Case studies of two typhoons in 2006 also show that the low-frequency wind-field pattern, particularly the maximum-value line (belt) of low-frequency cyclonic vorticity at 850 hPa, is closely related to the typhoon track. Therefore, the low-frequency circulation pattern and the maximum-value line (belt) of low-frequency cyclonic vorticity at 850hPa can be used to predict typhoon tracks over the northwestern Pacific.     

基于综合指标法的中国生态系统服务保护有效性评价研究

将生态系统服务保护纳入到传统的以保护区为基础的自然保护之中是生态保护研究的新领域。利用综合指标方法,分析了中国从2000-2010年的4种生态系统服务时空变化特征;并对中国的七大生态保护和恢复区域的服务空间保护成效进行评价,提出了国家尺度上的生态系统服务保护优先性分级。主要结论为：① 中国的生态系统服务自西北向东南逐渐增加,显著增加区主要分布在黄土高原地区,显著减少区主要分布在东北及华北地区。黄土高原的生态系统服务提高主要是农田向草地和林地、草地向林地的转换引的;华北地区的降低主要是耕地的减少以及人工用地的增加引起的;东北地区是由于林地向耕地草地、耕地向湿地与人工用地的转换引起的。② 七大生态保护和恢复区的生态系统服务均为增加趋势而且显著增加面积大于减少面积;显著增加面积最大的为三北防护林工程区、最小的为重点生态功能区;显著减少最大为重要生态功能区、最小的为三北防护林工程区。而且,对服务的保护成效在重要生态功能区最高,其次为天然林保护工程区,其余区域均小于全国平均水平。③ 提出的生态系统服务保护优先性等级中,极高级别占到了国土面积的26.18%,保护的生态系统服务量占到全国总量的64.19%,保护成效为全国平均水平的2.47倍。     

Equal strain consolidation for stone columns reinforced foundation

Column consolidation and deformation are considered by assuming that the quantity of water flowing through the disturbed soil zone into the column is not equal to that flowing out from the column and the difference between them is equal to the volume change of the column. In addition, three patterns of distribution of the horizontal permeability of soil in the disturbed zone are also considered to account for the disturbance effect of columns construction on the surrounding soil. These three patterns include the constant distribution pattern (Pattern I), the linear distribution pattern (Pattern II) and the parabolic distribution pattern (Pattern III). By incorporating the aforementioned characteristics into the analyses, the governing equations containing two variables (i.e. the average excess pore-water pressures within the column and within the entire foundation at any depth) for the consolidation of a composite foundation are derived. The solutions of the governing equations are then obtained using a new initial condition derived from the assumption of equal strain and the equilibrium condition. On the basis of the solutions for excess pore-water pressures, the average degree of consolidation of a composite foundation is obtained and discussed. Finally, a comparison is made of some available solutions. Copyright © 2009 John Wiley & Sons, Ltd.