土壤剖面的磁学特征及其对交通污染的指示意义——以北京首都机场高速公路为例

对北京首都机场高速公路旁采集的土壤柱状T01剖面的磁学参数和金属元素分析,探讨了研究区内现代交通导致的土壤磁学性质的变化及其对环境污染的响应.结果表明,磁参数(χ,ARM和SIRM)与重金属含量呈同步垂向变化趋势.来源于交通运输排放的污染物是土壤剖面上部(0～8 cm)磁性和金属含量增强的主要原因,8cm以下,土壤基本未受到污染,磁性矿物和重金属含量较低,磁性颗粒变化稳定,基本代表了该地区土壤的自然背景.尽管土壤岩石磁学分析表明剖面上下部受污染和未受污染样品的磁载体均是粒度较粗的多畴磁铁矿,但是结合磁参数比值曲线,说明底部样品的磁颗粒的粒度较顶部偏细.磁性矿物的含量变化没有影响磁颗粒的粒度特征.指标聚类等相关分析表明,土壤磁参数(χ,ARM和SIRM)与重金属元素(Pb,Zn和Cu)含量显著相关;结合模糊聚类分析,磁参数可用于追踪、识别交通污染物质在土壤剖面中的富集、迁移状态,揭示不同深度土壤的污染程度.     

The Uplift of the Longmenshan Thrust Belt and Subsidence of the West Sichuan Foreland Basin

Based on fission track dating of apatite, and measurement of vitrinite reflectance of rock samples from the Longmenshan (Longmen Mountain)area and the West Sichuan foreland basin and computer modelling it is concluded that (l)the Songpan-Garze fold belt has uplifted at least by 3-4 km with an uplift rate of no less than 0.3-0.4 mm/a since 10 Ma B.P.; (2) the Longmenshan thrust nappe belt has uplifted at least by 5-6 km with an uplift rate of more than 0.5- 0.6 mm /a since 10 Ma B.P.; (3) the Longmenshan detachment belt has uplifted by 1 - 2 km at a rate of 0.016-0.032 mm/a since 60 Ma B.P.; (4) the West Sichuan foreland basin has uplifted by 1.7-3 km at a rate of 0.028-0.05 mm/a since 60 Ma B.P.; (5) the uplift rate of the area on the west side of the Beichuan-Yingxiu-Xiaoguanzi fault for the last 10 Ma is 40 times as much as that on its east side; (6) the uplifting of the the Songpan - Garze fold belt and the subsidence of the West Sichuan foreland basin 60 Ma ago exhibit a mirro-image correlation, i.e     

德国Laacher See火山响岩中微量元素丰度和其矿物/溶体的分配系数

采自西德Eifel东Laachef Sce晚第四系具不同成份分带的火山碎屑岩层的二十六个全岩、七个基质和五十三个单矿物样品用中子活化仪器进行了分析。这些资料表明喷发前Laacher See岩浆房内的化学变化与其它资料导出的一致。岩浆房顶部是高度分异的晌岩,底部是富含铁镁质的响岩。一些不相容元素如Zn、Zr、Nb、Hf、U、LREE和HREE在顶部相当富集,而相容元素如Sr、Sc、Co、Eu强烈地亏损。中等可溶元素Ta和一些MREE在中间层位被耗损。全岩和基质资料表明,响岩溶体在化学成分上的分带性与斑晶含量无关。混染岩(响岩—碧玄岩)中相容元素的丰度最大。所有元素(除Rb外)对于浮岩地层层位来说,都出现连续的成份变化。依据这些资料我们能划分出三个主要的单元:早期喷出的高度分异岩浆,发生演化的响主体和作为最终产物的铁镁质响岩。九个矿物相的微量元素分配系数(K)的巨大变化就地层层位而论不能用常规的机制进行解释。我们假定响向岩熔体中微量元素含量的明显变化由结晶作用控制着分异作用,而分异同时和(或)之后的液—液两相分异作用所控制。这又引起了斑晶和主岩基质之间不平衡。所以分配系数不同于平衡分配系数,相当于后期结晶作用总和。不同于基质成份。这样,就能利用△K—△M图(K的变化相对于M的变化关系图)讨论变化的分配系数K和基质M之间的关系。这个图的不同部分与不同参数有关(T、P、聚合作用,杂岩建造,分带岩浆柱中的平衡结晶作用晚期结晶作用和非平衡效应),这些参数能大体说明分配系数变化的原因。△K—△M图能够区别由分异岩浆系统产生的天然火山岩中影响分配系数的不同作用。     

关于白云母中多硅白云母和钠云母组份之X射线分析的一些评述

过去都用晶胞参数b和c~*来测定泥质片岩中折云母固溶体**多硅白云母和钠云母的组份。然而评论文章和一些新资料表明: 1.物理性质和化学性质之间不存在使人信服的统计上的相关性; 2.偶然地似乎倾向于相关不能用于白云母中多硅白云母组份和或钠云母组份的定量分析。显然,除八面体的和层间的化学组成和化学性质外,还有更多因素会影响白云母固溶体的晶胞参数。     

The Best Natural Boundary:a New Concept Developed by Combining the Sequence Boundary with the GSSP

Through a detailed study of sequence boundaries, it is concluded that sequence stratigraphy is an independent regional and transitional stratigraphic system between local lithostratigraphy and global chronostratigraphy. Therefore, a new tripartite stratigraphic classification scheme has been proposed. By combining organically the concept of sequence boundaries with the GSSP, it is suggested that the GSSP should be chosen in a conformale portion of a related sequence boundary, and the boundary established in light of this concept is defined as the Best Natural Boundary (BNB). The definition of the BNB points out the working area and stratigraphic level for the GSSP. By referring to a case study of the Permian Guadalupian/Lopingian boundary, the concept of the BNB has been elaborated in detail, and it is proposed that the BNB of the Guadalupian and the Lopingian lies between the Mesogondolella granti Zone and the Ctarkina postbitteri Zone, which is also the sequence chronostratigraphic boundary between th     

我们需要一门新地图学吗?

“新地图学”是近年来国际地图学者们议论的一个热点。本文提出了另一种观点,代表了另一部分学者意见。本文作者现任西德地图学协会主席,在1987年墨西哥ICA国际学术讨论会上,由作者本人宣读了该文。     

钢框架结构的非线性静力抗震可靠性分析 II:可靠度指标及其灵敏度

将有限元反应及其灵敏度分析与结构可靠度分析的近似解析方法结合起来,可以进行具有隐式功能函数的大型复杂结构的可靠性分析。在基于位移的非线性纤维梁柱单元及其灵敏度直接微分表达式的基础上,通过力学变换、概率变换和反应灵敏度,将结构可靠度计算方法FORM和SORM与有限元方法有机地集成在一起。依据现行抗震设计规范,建立了钢框架结构典型构件承载能力和结构层间变形能力的抗震极限状态方程,利用地震作用的等效随机静力模型,采用非线性有限元静力可靠度方法,对一实际工程结构的抗震可靠度及其灵敏度进行了概率分析和评价,结果表明:尽管在大震作用下该结构的层间弹塑性变形可靠度较高,但是构件极限承载能力的可靠度指标较低,仍然存在失效的可能性。因此,仅验算"小震"作用下结构的承载能力可靠度和"大震"作用下结构的变形能力可靠度是不够的,还需要验算在"中震"和"大震"作用下结构的极限承载能力可靠度。     

MATHEMATICAL MODELS FOR LIQUID-SOLID TWO-PHASE FLOW

I INTRODUCTIONTurbulence models for single-phase fluid flows have been developed and widely applied in mechanical,aeronautical, environmental and hydraulic engineering, and other fields. The closure techniques for theReynolds-averaged Navier-Stokes equations for various levels of models including the simple turbulencemodel, one-equation turbulence model, k-s turbulence model and turbulence stress/flux model have beenverified to be physically reasonable and have acceptable accuracy in app…     

LONGITUDINAL DISPERSION IN SEDIMENT-LADEN OPEN CHANNEL FLOWS

Laboratory experiments on longitudinal dispersion in clear-water and sediment-laden open channel flows are reported. Data from these experiments and those available from previous studies indicate that the suspended sediment present in the flow affects the longitudinal dispersion process. The observed velocity distributions over the depth of sediment-laden flows indicate that the velocity deviates from the mean velocity more in sediment-laden flows than in clear-water flows. The velocity distributions over the cross section and secondary flow in the channel are also expected to be altereddue to the presence of suspended sediments in the flow. For these reasons, more dispersion is found in sediment-laden flows than in corresponding clear-water flows. A predictor for the dispersion coefficient in sediment-laden flows is proposed.