吉林省红旗岭矿区7号岩体群地质特征及对地质找矿的指导意义

红旗岭矿区的南东部存在7、32、33号三个岩体,一般统称为7号岩体群。7号岩体是矿区发现含铜、镍矿最大的岩体,32与33号岩体分布在7号岩体的北西部。通过对这三个岩体的地质特征进行分析,利用3Dmine软件建模技术,对三个岩体、岩相、矿体建立三维模型。对模型进行观察、分析,结合成岩成矿地质理论,发现三个岩体是由来自7号岩体的南东部深部岩浆源生成的,岩浆由7号岩体的南东部深部向北西方向侵入,地质历史上三个岩体是一个大岩体,只是经过长期的风化剥蚀和地质构造改造形成目前的3个岩体,显示7号岩体的南东部深部具有找矿潜力。     

Instrumentation Development for In Situ 40Ar/39Ar Planetary Geochronology

The chronology of the Solar System, particularly the timing of formation of extra‐terrestrial bodies and their features, is an outstanding problem in planetary science. Although various chronological methods for in situ geochronology have been proposed (e.g., Rb‐Sr, K‐Ar), and even applied (K‐Ar), the reliability, accuracy, and applicability of the ⁴⁰Ar/³⁹Ar method makes it by far the most desirable chronometer for dating extra‐terrestrial bodies. The method however relies on the neutron irradiation of samples, and thus a neutron source. Herein, we discuss the challenges and feasibility of deploying a passive neutron source to planetary surfaces for the in situ application of the ⁴⁰Ar/³⁹Ar chronometer. Requirements in generating and shielding neutrons, as well as analysing samples are described, along with an exploration of limitations such as mass, power and cost. Two potential solutions for the in situ extra‐terrestrial deployment of the ⁴⁰Ar/³⁹Ar method are presented. Although this represents a challenging task, developing the technology to apply the ⁴⁰Ar/³⁹Ar method on planetary surfaces would represent a major advance towards constraining the timescale of solar system formation and evolution.     

三峡库区龙门寨危岩体崩塌产生涌浪研究

长江两岸高耸的危岩体对航道、沿岸居民带来巨大安全隐患。大宁河属于长江一级支流,龙门寨危岩体位于大宁河上,距离巫山县城仅1 km。利用FLOW-3D软件,模拟了145 m、175 m两种水位工况下龙门寨危岩体崩塌产生涌浪过程和涌浪传播过程。模拟结果表明,涌浪在145 m水位工况下最大浪高约为17.9 m,175 m水位工况下最大浪高约为11.6 m;在巫山县的五个码头处,两种水位工况最大涌浪爬高分别约为10.9 m、3.8 m;根据涌浪高度,对大宁河进行危险分区,145 m水位工况下极高危险区长度约4.4 km,很高危险区长度约1.9 km;175 m水位工况下极高危险区长度约3.0 km,很高危险区长度约1.0 km。研究结果有助于防控龙门寨危岩体潜在涌浪灾害危害,保障大宁河航道和巫山县码头安全,同时也为三峡库区滑坡涌浪灾害提供了预警依据。     

基于模糊理论的高铁连续梁桥地震风险评估

以某高速铁路线上一座连续梁桥为例,运用模糊综合评判法,结合基于位移的支座损伤分析和截面曲率的桥墩损伤分析,以全概率理论地震损失模型为基础,提出了基于模糊理论的桥梁系统地震经济风险评估方法。结果表明:综合考虑桥梁系统的模糊地震经济风险分析方法能更全面地计算出连续梁桥在地震作用下的经济损失,仅以桥墩构件代表全桥所得地震经济损失误差较大。基于模糊理论的年预期损失风险框架方法通过结构抗震性能的概率特征可对高速铁路连续梁桥的地震直接经济风险进行全面评估,为该类桥梁的抗震设计、维修加固和灾后重建等方案做出合理评价。     

裂隙岩体变形模量尺寸效应研究Ⅱ:解析法

通过分开考虑岩块和裂隙对岩体变形的贡献,研究了任意裂隙分布岩体等效变形模量的解析计算方法,并用正交裂隙岩体对该方法进行了验证,得到的结果和经典解析解完全一致。此外,通过该方法对锦屏Ⅱ级电站辅助洞中段随机裂隙岩体进行不同尺寸、不同方位下等效变形模量的计算,计算结果显示,随着岩体尺寸的增大,不同方位的变形模量值趋于稳定,该裂隙岩体变形模量的特征单元对(REV)尺寸为8 m,和有限元计算结果一致。结果表明该方法可以用来研究裂隙岩体等效变形模量尺寸效应和各向异性特性,研究成果对于裂隙岩体等效变形参数取值具有重要意义。     

黑海参脂肪酸的气相色谱／质谱法分析

黑海参（Holothuria atra）体壁经Folch法提取总脂,用HCl-甲醇进行甲酯化处理,以气相色谱／质谱法分析总脂中的脂肪酸组成。从黑海参中共分析出28种化合物,包括25种脂肪酸甲酯和3种脂肪醛二甲基缩醛。黑海参体壁中的饱和脂肪酸含量为22．93％,以C16：0（5．49％）和C18：0（4．38％）为主;不...     

Effect of perturbations on the non linear stability of triangular points in the restricted three-body problem with variable mass

The effect of small perturbations ε and ε ^′ in the Coriolis and the centrifugal forces, respectively on the nonlinear stability of the triangular points in the restricted three-body problem with variable mass has been studied. It is found that, in the nonlinear sense, the triangular points are stable for all mass ratios in the range of linear stability except for three mass ratios, which depend upon ε, ε ^′ and β, the constant due to the variation in mass governed by Jeans’ law.     

Nitrification in Kochi backwaters

Nitrification rates, as oxidation of ¹⁵N-labelled ammonium and loss of nitrite from N-Serve treated samples, were measured in Kochi backwaters during three seasons. Nitrification rates ranged from undetectable to 166 nmol N L⁻¹ h⁻¹ in the water column and up to 17 nmol N (g wet wt)⁻¹ h⁻¹ in sediments. Nitrification rates were higher in intermediate salinities than in either freshwater or seawater end. Within this salinity range, nitrification rates could be related to ammonium concentrations. As shown by the relation between ammonification and nitrification rates, it is also likely that nitrification is more regulated by renewal rates, rather than by in situ concentrations, of substrate. Among other environmental parameters, temperature and pH may have an influence on nitrification. Potential nitrification rates calculated from loss of nitrite from N-Serve treated, nitrite-enriched samples were about 800 nmol N L⁻¹ h⁻¹ in the water column and 40 nmol N (g wet wt)⁻¹ h⁻¹ in sediments. While these rates are in balance with those of biological ammonium production they may be inadequate to mitigate ammonium pollution in this estuary.     

东海北部营养盐分布的季节变化及成因探讨

基于美国国家海洋大气管理局(NOAA)2007年发布的全球海域营养盐数据库资料和美国国家地球物理数据中心(NGDC)2006年发布的全球地貌数据库资料,在MATLAB计算机平台上,利用研发的数值分析与成图技术,对东海北部海域营养盐分布的季节变化特征进行分析。结果表明:(1)东海北部海域NO3--N、PO43--P分布总特征为由沿岸向离岸递减,由表层向底层递增;西北高,东南低,呈扇形向东南扩展;SiO3--Si有两个浓度高值区,一个为研究区域的西北角,另一个在东北角;(2)在0~50 m的表层营养盐平均浓度均是冬季最高;50~200 m的中层NO3--N、SiO3--Si夏季最高;200 m以下的底层四季变化微弱,其中400~500m层PO43--P、SiO3--Si浓度值秋季最高。NO3--N变异系数表层最大,PO3--P中层最大、SiO3--Si底层最大,其中NO3--N相应各层变异系数大于PO43--P、SiO3--Si;(3)研究区域四季均存在高营养盐水团。高PO43--P、SiO3--Si水团中心分别位于125.5°E、30.5°N和128.5°E、30.5°N;高NO3--N水团中心,随冬-春-夏-秋、从南往东北再向西、最后向东南,在125°~128°E、29°~31°N范围内移动。     

Seismic effectiveness of tuned mass dampers considering soil–structure interaction

This paper presents how soil–structure interaction affects the seismic performance of Tuned Mass Dampers (TMD) when installed on flexibly based structures. Previous studies on this subject have led to inconsistent conclusions since the soil and structure models employed considerably differ from each other. A generic frequency-independent model is used in this paper to represent a general soil–structure system, whose parameters cover a wide spectrum of soil and structural characteristics. The model structure is subjected to a stationary random excitation and the root-mean-square responses of engineering interest are used to measure the TMD's performance. Extensive parametric studies have shown that strong soil–structure interaction significantly defeats the seismic effectiveness of TMD systems. As the soil shear wave velocity decreases, TMD systems become less effective in reducing the maximum response of structures. For a structure resting on soft soil, the TMD system can hardly reduce the structural seismic response due to the high damping characteristics of soil–structure systems. The model structure is further subjected to the NS component of the 1940 El Centro, California earthquake to confirm the TMD's performance in a more realistic environment. Copyright © 1999 John Wiley & Sons Ltd.