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地质勘探工作多在深山老林的野外进行,勘探机械及辅助设备在野外施工时会出现一些意想不到的故障或损坏,需要及时进行现场抢修,减少停机时间。但现场修理条件有限,所以要求修理人员和设备管理岗位人员在采取一些有效的预防措施前提下,充分利用现场条件,掌握一些灵活实用的修理方法。 相似文献
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全国山洪灾害调查评价成果及规律初探 总被引:2,自引:0,他引:2
山洪灾害调查评价是1949年来水利行业最大的非工程措施项目,是规模最大的全国性防灾减灾基础信息普查工程,历时4年,涉及全国30个省305个市2138个防治县(区),国土面积755万km2,人口近9亿。运用普查、详查、外业测量、分析计算等多种手段,掌握了中国山洪灾害防治区范围、人员分布、下垫面条件、社会经济、历史山洪灾害等基本情况,科学分析了山丘区小流域的暴雨洪水特性,评价了现状防洪能力,计算了预警指标,划定了危险区,为山洪灾害预警预报和应急救援决策提供了基础信息支撑。本文系统介绍了全国山洪灾害调查评价的核心要点,综述了调查评价成果,归纳了调查评价成果要素类型,揭示了全国山洪灾害防治区、人口、历史山洪灾害事件与预警能力的空间分布一致性,即山洪灾害各要素集中分布于青藏高原-四川盆地过渡带、川滇交界地区、黄土高原区、东部沿海地区及华北等地区,最后初步探讨了该成果的应用前景。全国山洪灾害调查评价成果将为中国山洪灾害监测预警预报体系建设及防灾减灾能力提升提供丰富的基础数据支撑。 相似文献
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Seasonally frozen soils are widely distributed in China in terms of area,and the freeze-thaw cycle effect generated by the alternation of cold and warmth is one of the causes of engineering damage in cold areas during construction,and it is particularly important to restore the nature and state of the soil when it is subjected to freeze-thaw action. Therefore,sandy soil specimens with different numbers of freeze-thaw cycles were prepared,and the long-term strength of frozen sandy soil was tested using a spherical template indenter. Using fractal theory and the microstructure image processing software ImageJ,the change law of grain group and long-term strength of two frozen sandy soils under different numbers of freeze-thaw cycles were studied. The results show that:for fine sand(FS),the fractal dimension DB has a highly significant positive correlation with the long-term strength variation,among which ≥0. 15~0. 20 mm and ≥0. 25~0. 40 mm have the best fit with the long-term strength,and are the dominant grain classes of FS. For medium sand(MS),the fractal dimension DB is slightly positively correlated with the long-term strength,and the variation shows a“vertical N”trend,in which the grain size content of ≥0. 30~0. 40 mm and ≥0. 40 mm fits better with the long-term strength,and is the dominant grain class for MS. The content of other grain groups did not correlate significantly with the long-term strength change. The freeze-thaw action changed the content ratios of coarse and fine grain agglomerates in the soil. With the increase of the overall particle size interval,the dominant particle size also increases,which shows that the long-term strength of frozen sandy soil tends to decrease and then increase with the increase of the content of some particle sizes. The results of the study can provide theoretical reference for the determination of long-term strength in areas subject to freeze-thaw action. © 2022 Science Press (China). 相似文献
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黑龙江省穆棱沸石矿物化性能的基本特征及评价 总被引:4,自引:0,他引:4
刘启 《成都理工学院学报》2002,29(2):131-136
黑龙江省穆棱沸石矿的储量大、品位高、沸石类型好、物化性能优良。通过对穆棱沸石矿的热脱水失重值、阳离子交换性能、热稳定性能、耐酸性能、吸附性能、比表面积、比辐射率、化学成分及微量元素组成特征等物化性能的系统对比研究,评价了穆棱沸石矿在相关应用领域中的优势,为综合开发利用提供了重要的基础资料。 相似文献
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The distribution of frozen soil in our country is very broad, and the area of permafrost alone accounts for 22. 4% of the total land area. As a special kind of soil, frozen soil has many properties that thawing soil does not have due to the influence of ice cement in the soil. Among the many properties of frozen soil, the deformation and strength of frozen soil are the basic problems affecting engineering construction in frozen soil areas. The spherical template indenter test is widely used in the test of the mechanical properties of frozen soil because of its simple test process and relatively accurate test results. Compared with the conventional triaxial test or direct shear test, the test process of the spherical template indenter test is simple and easy to implement, the test period is short, and the sample preparation requirements are low. The advantage of effective cohesion is more significant. Therefore, based on the spherical template indenter test of the frozen soil, this paper estimates the strength and mechanical index of the soil through the indentation depth of the spherical template indenter test, and establishes the relationship between the force of the sample and the indentation depth of the indenter test. The specific test method is as follows:take the water-saturated frozen sandy soil made of different particle size groups(the moisture content of the sample is affected by the particle size in the saturated state)as the research object, study the variation law of the depth of the frozen soil sample pressed into the soil by the spherical indenter with time under the conditions of different fixed loads. By comparing and referring to the frozen sands of each particle size group, the long-term equivalent cohesion of the frozen sands of different particle size groups is summarized. The change law of force(long-term shear strength)with time, and the research method of elastic mechanics to solve space problems, summed up the mutual conversion between the depth St of spherical template indenters pressed into frozen sand samples under different fixed load test conditions relation. The research results show that the long-term shear strength of frozen sand based on the spherical mold test is positively correlated with its particle size. At the same time, since the ice content of frozen soil samples is proportional to its particle size, the long-term shear strength of frozen sand is also proportional to the test. The ice content of the sample increases year-on-year;the long-term shear strength of the frozen sand is related to the maximum contact pressure on the contact surface between the frozen soil and the indenter during the test, which can be expressed as Ct = γq0. The size of the relationship coefficient γ is inversely proportional to the diameter of the spherical indenter. In this paper, the spherical indenter is selected as 22 mm, and γ=3. 82×10-3. By establishing the relationship between the maximum contact pressure q0 and the long-term shear strength Ct When the maximum contact pressure q0 is the same under different fixed loads, the long-term shear strength Ct is also the same. According to this, the depth curve and the freezing depth of the frozen sand pressed into the soil by the spherical indenter over time under different fixed loads can be converted. Long-term shear strength curve of frozen sandy soil with time. It has been verified by experiments that the conversion curve of the depth of the indenter pressed into the soil with time under a fixed load of 7. 0 kg is highly consistent with the measured curve of the depth of the indenter pressed into the soil with time under a fixed load of 5. 1 kg and 7. 0 kg. © 2022 Nanjing Forestry University. All rights reserved. 相似文献
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为了解瑞氏红鲂(鱼弗) (Satyrichthys rieffeli)的基因组特征及线粒体基因组结构, 采用二代高通量测序技术对瑞氏红鲂(鱼弗) 进行基因组survey分析, 为研究其分子学内容提供基础信息。利用Illumina nova测序平台进行测序, 组装得到的基因组大小为813 Mb, 杂合率为0.92%, 重复序列比例为45.97%, Contigs的N50大小为712 bp。瑞氏红鲂(鱼弗)线粒体基因组长度为16 527 bp, 共38个基因(22个tRNA、12S rRNA、16S rRNA、ND1~ND6、COXI~COXIII、Cyt b、ATP8、ATP6、ND4L和1个D-loop区), 基因之间未发生重排, GC含量45.70%; 蛋白质编码基因中出现不完整的密码子T--和TA-; tRNA中只有tRNA-Ser (GCT)缺失了二氢尿苷臂(DHU臂)的简单环, 其他都是正常二级结构。此外, 联合NCBI中18个鲉形目鱼类的线粒体基因组, 利用最大似然法和贝叶斯法构建了鲉形目鱼类的分子系统发育关系。结果表明, 瑞氏红鲂(鱼弗)与同为黄鲂(鱼弗)科的须叉吻鲂(鱼弗) (Scalicus amiscus)为姐妹分支, 支持瑞氏红鲂(鱼弗)是黄鲂(鱼弗)科鱼类的形态学分类结果, 为开展黄鲂(鱼弗)科鱼类系统发育深入研究奠定了基础。 相似文献
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一六钨矿大地构造位置位于南岭成矿带中段南缘,粤北曲仁盆地西南缘,是粤北地区近年来重要的找矿勘查成果之一。矿床为典型的矽卡岩矿床,矿体赋存于上泥盆统帽子峰组矽卡岩以及NWW向钾长石-石英-白钨矿脉和云母石英脉中。通过野外观察和镜下研究,本文将成矿过程分为矽卡岩期(A)和热液期(B),矽卡岩期可以分为早期矽卡岩阶段(A1)、晚期矽卡岩阶段(A2)、钾长石英白钨矿阶段(A3),热液期可以分为云母石英脉阶段(B1)和石英碳酸盐阶段(B2)。矿区包含4种类型的包裹体:含子矿物三相包裹体(Ⅰ型)、气液两相水溶液包裹体(Ⅱ型)、CO_2水溶液三相包裹体(Ⅲ型)、纯CO_2包裹体(Ⅳ型),Ⅰ型包裹体仅见于A3阶段;Ⅱ型、Ⅲ型以及Ⅳ型包裹体在A3和B1阶段石英中均有发育,在A3和B1阶段白钨矿中还发育Ⅱ型包裹体。A3阶段Ⅰ型包裹体完全均一温度为162~381℃,盐度为30.1%~45.4%(wt%NaClequiv,下同省略),Ⅱ型包裹体完全均一温度为154~363℃,盐度为1.49%~11.0%,Ⅲ型包裹体完全均一温度为290~390℃,盐度为2.20%~6.88%;B1阶段Ⅱ型包裹体完全均一温度为152~381℃,盐度为1.65%~9.32%,Ⅲ型包裹体完全均一温度为281~378℃,盐度为2.00%~8.82%。激光拉曼探针分析表明,A3阶段和B1阶段流体中存在H_2O、CO_2、CH_4和少量CO_3~(2-),指示流体处于还原的环境。包裹体完全均一温度—盐度关系图表明,数据点主要集中于三个区域:a区对应早期出溶成因的高盐度流体,b区反映流体发生了不混溶作用,c区反映早期高盐度流体与低盐度地下水混合特征。各区包裹体代表了岩浆期后残余原始流体不同阶段的演化产物。通过Ⅰ型包裹体计算得出的成矿压力范围为86.0~415.8MPa,用Ⅱ、Ⅳ型包裹体对成矿压力进行校正得出,A3阶段成矿压力范围为86~115MPa,成矿温度为176~279℃;B1阶段成矿压力范围为55~93 MPa,成矿温度为160~228℃,估算成矿深度范围为3.62~4.26km。研究认为,流体在演化早期存在局部高压,流体不混溶作用要比外来流体混入更早发生,而流体混入促进了流体的不混溶作用。流体物理化学条件的改变、外来流体混入以及流体不混溶作用是引起钨矿沉淀的主要原因。 相似文献