沿海表层沉积物中重金属的有效结合态   总被引：13，自引：0，他引：13       下载免费PDF全文

翁焕新  沈忠悦  陈建裕  张兴茂  钟国林 《地质科学》2002,37(2):243-252

以浙江沿海表层沉积物为研究对象,系统地研究了重金属有效结合态与沉积环境、矿物组成和人为排放等环境因素之间的相互关系.结果表明:沿海表层沉积物中重金属的积累数量,呈现出潮汐河口沉积物>沿海沉积物>强潮汐河口沉积物的趋势,这反映了不同沉积类型对重金属富集作用的差异;重金属的有效结合态,总体上以铁锰氧化物结合态>碳酸盐结合态>硫化物及有机结合态>可交换态的顺序存在,但是不同的重金属或同种重金属在不同的采点,主要有效结合态的比例存在明显的差异,这不仅与重金属的地球化学性质、沉积环境和沉积物中的粘土矿物组成有关,更受到重金属污染物的人为排放量的影响.  相似文献   

Effective stress analyses of liquefaction-induced deformation in river dikes   总被引：3，自引：0，他引：3  

O. Ozutsumi  S. Sawada  S. Iai  Y. Takeshima  W. Sugiyama  T. Shimazu 《Soil Dynamics and Earthquake Engineering》2002,22(9-12):1075-1082

A series of effective stress analyses is carried out on the seismic performance of river dikes based on the case histories during the 1993 Hokkaido-Nansei-oki and 1995 Hyogoken-Nambu earthquakes in Japan. Seven case histories selected for the analyses involve a crest settlement ranging from none to 2.7 m in the dikes 3–6 m high with evidence of liquefaction at foundation soil. The effective stress model used is based on a multiple shear mechanism and was developed by one of the authors. The soil parameters are evaluated based on the site investigation and laboratory test results. The results of the analyses are basically consistent with the observed performance of the river dikes. In particular, the effective stress model shows a reasonable capability to reproduce the varying degree of settlements depending on the geotechnical conditions of foundation soils beneath the dikes. The analyses also indicate that the effect of a cohesive soil layer mixed with the liquefiable sand layers beneath the dikes can be a primary factor for reducing the liquefaction-induced deformation of dikes.  相似文献   

电子顺磁共振法在峰峰煤田煤的演化程度研究中的应用     

翁成敏 《地球科学》1991,16(2):213-218

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湖州台的近震监测能力   总被引：1，自引：0，他引：1  

吴承志 《地震地磁观测与研究》1992,13(4):14-19

本文根据湖州地震台DD-1地震仪记录的1980—1990年期间Δ<500km的近震资料和仪器放大倍率,利用理论计算Δ—Mmin曲线,b值检验3种方法,对湖州台的近震监测能力进行了估算和评价,得出了该台对目标监测区域内的有效监测震级。最后对区域地震台站的近震监测能力进行了讨论。  相似文献   

无机地球化学参数与有效烃源岩发育环境的相关研究   总被引：7，自引：0，他引：7  

腾格尔  刘文汇  徐永昌  陈践发 《地球科学进展》2005,20(2):193-200

探索海相有效烃源岩判识指标仍是我国油气勘探中尚待解决的重要科研任务之一。古生产力及氧化还原条件是研究全球变化和海洋环境的重要内容,也是重塑有效烃源岩发育环境的主要参数。Si、Ba是古生产力的替代指标,Cd对古营养盐的反演具良好前景。过渡金属及其相关比值是缺氧环境的有效判识指标,可用其推断有机质保存条件。δ13Ccarb正偏移指示有机质埋藏量增加,是底部水体缺氧的响应。过渡金属同位素（δ65Cu、δ66Zn、δ97Mo）受生物活动及氧化还原条件的影响发生较大分馏,示踪环境变化具灵敏、高效性。将这些无机参数对古环境的示踪意义引入油气地质研究,从环境角度分析某一套地层能否发育有效烃源岩,进而探讨高演化海相有效烃源岩的判识,就更具特殊意义。  相似文献   

Metamorphic reactions in dry and aluminous granulites: a Perple_X <Emphasis Type="Italic">P–T</Emphasis> pseudosection analysis of the influence of effective reaction volume     

P. Nasipuri  A. Bhattacharya  S. Das 《Contributions to Mineralogy and Petrology》2009,157(3):301-311

In high-Mg, Al metapelites, monophase sapphirine corona occur around spinel–corundum aggregates in monomineralic cordierite layers, and bi-phase orthopyroxene–sillimanite aggregates replace locally warped sapphirine in polygonized cordierite aggregates. P–T phase topologies computed (Perple_X software) using compositions of cordierite-rich layers that host the reaction textures did not match the assemblages for the discontinuous reactions spinel + corundum + cordierite → sapphirine and sapphirine + cordierite → orthopyroxene + sillimanite. Instead, the reaction assemblages were reproduced using P–T pseudosection analysis for micro-domain reaction volumes estimated from compositions of product phases in the volume proportion they occur. The results are consistent with known phase relations deduced using Schreinmakers P–T grids. Apparently, the compositions of cordierite-rich layers that hosted the reaction textures were inadequate chemical proxies for determining P–T–X relations of phase-boundary controlled reactions influenced by compositions of the nearest-neighbor minerals in the proportion they react (effective composition), and not in the proportion they existed in the layer/bulk rock. In other words, P–T–X phase topologies and reconstructed P–T paths in dry and aluminous rocks may be best understood by thermodynamic modeling of reactions using effective reaction volume compositions rather than the bulk composition of the rock or the mineralogical layer that host the reaction textures.  相似文献   

Mapping efficiency and information content     

《International Journal of Applied Earth Observation and Geoinformation》2013

This paper proposes two compound measures of mapping quality to support objective comparison of spatial prediction techniques for geostatistical mapping: (1) mapping efficiency – defined as the costs per area per amount of variation explained by the model, and (2) information production efficiency – defined as the cost per byte of effective information produced. These were inspired by concepts of complexity from mathematics and physics. Complexity i.e. the total effective information is defined as bytes remaining after compression and after rounding up the numbers using half the mapping accuracy (effective precision). It is postulated that the mapping efficiency, for an area of given size and limited budget, is basically a function of inspection intensity and mapping accuracy. Both measures are illustrated using the Meuse and Ebergötzen case studies (gstat, plotKML packages). The results demonstrate that, for mapping organic matter (Meuse data set), there is a gain in the mapping efficiency when using regression-kriging versus ordinary kriging: mapping efficiency is 7% better and the information production efficiency about 25% better (3.99 vs 3.14 EUR B⁻¹ for the GZIP compression algorithm). For mapping sand content (Ebergötzen data set), the mapping efficiency for both ordinary kriging and regression-kriging is about the same; the information production efficiency is 29% better for regression-kriging (37.1 vs 27.7 EUR B⁻¹ for the GZIP compression algorithm). Information production efficiency is possibly a more robust measure of mapping quality than mapping efficiency because: (1) it is scale-independent, (2) it can be more easily related to the concept of effective information content, and (3) it accounts for the extrapolation effects. The limitation of deriving the information production efficiency is that both reliable estimate of the model uncertainty and the mapping accuracy is required.  相似文献   

Effective Elastic Thickness and Its Geological Significance In the Ordos Block and Adjacent Areas     

CHEN Qing  Franz NEUBAUER  DONG Yunpeng  HE Dengfeng  CHEN Hao 《《地质学报》英文版》2013,87(Z1):114-115

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青藏高原东北部岩石圈有效弹性厚度及其各向异性   总被引：5，自引：4，他引：1       下载免费PDF全文

李永东  郑勇  熊熊  胡祥云 《地球物理学报》2013,56(4):1132-1145

青藏高原东北部是中国大陆构造环境特殊的主要构造域,毗邻青藏高原羌塘地块、塔里木盆地、四川盆地和华北克拉通,属于不同构造类型块体俯冲、碰撞及陆内汇聚的结合部,在中国大陆形成与演化的历史中扮演着重要角色.岩石圈有效弹性厚度(T_e)及其各向异性与岩石圈流变性、力学结构紧密相连,研究青藏高原东北部的岩石圈T_e及其各向异性将为我们认识大陆岩石圈的流变性及动力学过程提供重要信息.本文基于Fan小波相关性分析法,运用布格重力和地形资料获得了青藏高原东北部岩石圈T_e及其各向异性二维分布的详细信息.研究结果表明研究区域内T_e的分布范围在5～100 km之间;松潘-甘孜地块、祁连山造山带和龙门山地区的T_e较薄(5 kme<40 km)、各向异性较强;而周缘的断裂带、缝合带的T_e值都较低,其中龙门山断裂带T_e只有5～20 km,且南、北两段各向异性存在明显差异.内部的若尔盖盆地T_e值略显高值,说明其是仍保留有刚性的块体;北缘的柴达木盆地下伏为古生代的地壳,被认为是古老的克拉通碎片,T_e较大(50 kme<90 km),显示为轮廓分明的刚性块体.并且我们发现研究区域内T_e的各向异性轴垂直于大的块体边界.通过比较T_e各向异性与SKS波的快波偏振方向、Rayleigh面波方位角各向异性的相互关系我们推测阿拉善地块各向异性源自地幔橄榄岩晶格的优势取向,岩石圈变形趋于垂直连贯变形模式;柴达木盆地各向异性源于历史构造事件残留在岩石圈中的"化石"各向异性;松潘-甘孜地块各向异性源自物质的侧向流动.  相似文献   

Effects of soil–structure interaction on the dynamic properties and seismic response of piled structures     

《Soil Dynamics and Earthquake Engineering》2013

This paper presents a simple and stable procedure for the estimation of periods and dampings of piled shear buildings taking soil–structure interaction into account. A substructuring methodology that includes the three-dimensional character of the foundations is used. The structure is analyzed as founded on an elastic homogeneous half-space and excited by vertically incident S waves. The strategies proposed in the literature to estimate the period and damping are revised, and a modified strategy is proposed including crossed impedances and all damping terms. Ready-to-use graphs are presented for the estimation of flexible-base period and damping in terms of their fixed-base values and the system configuration. Maximum shear forces together with base displacement and rocking peak response are also provided. It is shown that cross-coupled impedances and kinematic interaction factors need to be taken into account to obtain accurate results for piled buildings.  相似文献