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电感耦合等离子体质谱-原子荧光光谱法研究上海口岸进口印度尼西亚煤炭微量元素的赋存形态特征 总被引：1，自引：1，他引：0
印度尼西亚是我国最大的煤炭进口国,本文应用电感耦合等离子体质谱、原子荧光光谱、直接测汞仪等技术分析了上海口岸31批进口印度尼西亚煤炭中的12种微量元素,结合数理统计方法研究该类煤炭中微量元素的赋存形态。结果表明,进口印尼煤炭中含有高汞煤、三级含砷煤,As、Hg的平均富集系数大于1,其迁移风险值得关注;Be、Cu、Mo、Cd、Sn、Pb含量均低于中国煤和世界煤炭的平均水平,体现出印尼煤炭低灰分的品质特征。12种微量元素和相关项目(灰分和全硫)可划分为3类:第一类归纳为黏土矿物吸附类,包括As、Be、Cr、Co、Ni、Cu、Mo、Cd、Sn、Pb、灰分;第二类归纳为硫铁矿类,包括Hg、全硫;第三类归纳为碳酸盐矿物类,包括Ba。本文研究结果对于指导进口煤炭开发、利用过程中的环境评价和洁净化处理具有一定的参考价值。 相似文献
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Based on the data(including radius of maximum winds) from the JTWC(Joint Typhoon Warning Center),the tropical cyclones(TCs) radii of the outermost closed isobar, TCs best tracks from Shanghai Typhoon Institute and the Black Body Temperature(TBB) of the Japanese geostationary meteorological satellite M1 TR IR1, and combining13 tropical cyclones which landed in China again after visiting the island of Taiwan during the period from 2001 to2010, we analyzed the relationship between the number of convective cores within TC circulation and the intensity of TC with the method of convective-stratiform technique(CST) and statistical and composite analysis. The results are shown as follows:(1) The number of convective cores in the entire TC circulation is well corresponding with the outer spiral rainbands and the density of convective cores in the inner core area increases(decreases) generally with increasing(decreasing) TC intensity. At the same time, the number of convective cores within the outer spiral rainbands is more than that within the inner core and does not change much with the TC intensity. However, the density of convective cores within the outer spiral rainbands is lower than that within the inner core.(2) The relationship described above is sensitive to landing location to some extent but not sensitive to the structure of TC.(3) The average value of TBB in the inner core area increases(decreases) generally with increasing(decreasing) of TC intensity, which is also sensitive to landing situation to some extent. At the same time, the average value of TBB within the outer spiral rainbands is close to that within the entire TC circulation, and both of them are more than that within the inner core. However, they do not reflect TC intensity change significantly.(4) The results of statistical composite based on convective cores and TBB are complementary with each other, so a combination of both can reflect the relationship between TC rainbands and TC intensity much better. 相似文献
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The Gram-negative Vibrio parahaemolyticus is a common pathogen in humans and marine animals. Bacteria flagellins play an important role during infection and induction
of the host immune response. Thus, flagellin proteins are an ideal target for vaccines. We amplified the complete flagellin
subunit gene (flaA) from V. parahaemolyticus ATCC 17802. We then cloned and expressed the gene into Escherichia coli BL21 (DE3) cells. The gene coded for a protein that was 62.78 kDa. We purified and characterized the protein using Ni-NTA
affinity chromatography and Anti-His antibody Western blotting, respectively. Our results provide a basis for further studies
into the utility of the FlaA protein as a vaccine candidate against infection by Vibrio parahaemolyticus. In addition, the purified FlaA protein can be used for further functional and structural studies. 相似文献
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三峡水库蓄水以来长江中下游干流河床沉积物粒度变化的初步研究 总被引：2，自引：1，他引：1
于2008年在宜昌至徐六径之间的1 600 km干流河道进行30个横断面取样和分析,与前人于三峡水库蓄水前的取样分析资料进行对比。结果表明:①三峡水库蓄水以来坝下游约400 km的干流河床(宜昌至城陵矶)沉积物出现全程粗化,越近大坝粗化越明显,这种沉积物粗化与水库蓄水后坝下游河床出现的强烈侵蚀密切相关;②蓄水前后城陵矶以下的1 200 km干流河床沉积物粒度的沿程趋势基本一致;③蓄水后河床沉积物仍保持沿程向下游变细且越近河口变化越缓慢的格局。 相似文献
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考虑蠕变性状的港区软土地基参数反演和长期沉降预测 总被引：1，自引：0，他引：1
结合上海某集装箱码头建设项目,针对本工程深厚淤泥质黏土的场地条件,引入Mesri蠕变模型考虑堆场地基的长期蠕变变形。利用施工期和工后短期实测分层沉降资料,由最小二乘法建立目标函数,运用分层迭代反演方法反演得到各软土层的黏弹性参数;将反演得到的土层参数代入自行编制的沉降计算软件,计算得到地基沉降量,并将计算值与实测值进行对比,对比结果证明了参数反演的可靠性;利用反演得到的土层参数对工后的长期沉降进行了预测,为本工程的安全运营提供了指导。 相似文献
6.
"活地"是宗教的传奇,而由于以往知识与技术的限制以及宗教圣地的"不可侵犯性","活地"也成了大自然的千年未解之谜。通过现场考察和资料调研,明晰了"活地"所在地区的地质构造特征。采用高频率表面波监测、分析技术,通过现场试验,研究了"活地"附近地表浅层岩土体分布情况。采用图像分析技术,经室内试验研究得出了"活地"及周围地区出露岩石的矿物组成。最终,对于"活地"的成因提出以下看法:1.否定了地下深层生长性岩脉诱发"活地"现象的观点;2.膨胀岩及膨胀土吸水膨胀对"活地"的隆升有一定作用,但这不是"活地"的主要诱因;3.提出"活地"是岩石风化作用及特殊地理环境综合作用结果的观点:风化作用使岩体疏松、体积增大,地面隆起;两侧山体运动对其交界处岩石产生挤压作用,为"活地"的持续隆升提供动力源。 相似文献
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Hong-Di He Wei-Zhen Lu 《Stochastic Environmental Research and Risk Assessment (SERRA)》2012,26(8):1053-1061
This paper reports an investigation on the periodic variation of pollutant levels at a typical traffic intersection of Hong Kong. Carbon monoxide, carbon dioxide and particulate matters (PM x ) were measured respectively and the measured data show periodic variations with the traffic signal intervals. The power spectral density (PSD) approach was used to inspect the trends and periodic oscillations of measured pollutants. Singular spectrum analysis was applied to decompose the measured data into statistically significant non-linear trends and oscillations in the process. From the results, most of the trends tend to increase due to the upcoming rush hour during the experiment. In addition, all the oscillations changed regularly with a period of 136?s, which is coincident with the traffic signal period and the frequency calculated by using PSD. The trends, together with the oscillations, collectively explain the most percentage of the variability of the data in the time series and provide the principal components of the data in understanding the periodic variation of the pollutant concentration. It can be deduced that vehicle emission is the major contributor to the air pollution in downtown area and pedestrians should be more alerted when crossing the busy traffic intersections. 相似文献
9.
超长灌注桩桩身压缩综合系数反分析 总被引：5，自引：1，他引：4
基于超长桩现场试验和数值模拟资料,通过反分析得出了桩身压缩的综合系数,进而对综合系数与其他参数的关系曲线特点、综合系数的影响因素、综合系数的回归预测等进行了研究。结果表明：（1）极限状态下超长灌注桩的综合系数的变化范围为0.278 5～0.988,规范法中取定值0.5或1.0的做法是不合理的。（2）综合系数总体上随桩顶荷载、桩身压缩、桩身总位移、桩身刚体位移的增大而增大,但关系曲线型式存在多样化。（3）超长桩综合系数与长径比的相关关系不明显,但总体来说,综合系数随长径比的增加而降低。对超长嵌岩桩,不同场地桩的综合系数与长径比相关关系较好;对超长非嵌岩,不同场地桩的综合系数与长径比相关关系不明显,但对某场地5根桩,综合系数与长径比的指数相关关系达到0.990 1。（4）总的来说,持力层与上覆土层弹性模量比小的桩的综合系数-桩顶荷载曲线在弹性模量比大的上方。（5）建立的6个场地多根桩的综合系数与桩顶荷载关系的回归曲线的相关系数平均为0.977 6,可为该场地及类似场地桩的桩身压缩综合系数的预测和计算提供参考。 相似文献
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根据同一试验场地厚层非湿陷性黄土状土中8根大直径扩底墩、2根等直径桩的竖向承载力静载试验,对扩底墩的竖向承载性状进行了研究。结果表明,在其他条件相同时,随扩底墩直径D的增大,虽单位面积极限端阻力有不同程度的降低,但墩的极限承载力Qu增大;当D和墩身直径d不变时,总极限侧阻力所占墩顶极限荷载的百分比随长径比L/d的增大而增大;d不变时,随长径比L/D的增加,各墩的墩顶荷载呈起伏变化,总端阻所占百分比（比等直径桩大）相应降低,平均极限侧阻力（比等直径桩小）相应增大,而L/D = 3时,其承载性状较好;在扩底墩墩身直径d与等直径桩相同、入土长度相当的情况下,前者承载力比后者大,且沉降小。 相似文献