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1.
1995年7月11日—12日,广西地矿厅和河池地区行署首次联合举办矿产资源勘查成果展销会,会址设在河池市,与会代表130余人。展销会提交大会展销的矿产资源勘查成果38项,引资勘查项目38项。经买卖双方三天的洽谈,涉及到的项目25项,会议期间签订矿产资源勘查成果合同协议4项,愈千万元,取得较好的社会经济效益。为地勘资金多渠道来源开辟了新路子,对促进地勘单位地质找矿工作及勘查成果有偿使用发挥了重要作用  相似文献   
2.
本研究利用总有机碳分析仪联用稳定同位素质谱仪(TOC-IRMS)技术,探讨了高温氧化法测试水体中溶解有机碳(Dissolved Organic Carbon, DOC)含量及稳定碳同位素组成。根据溶解有机碳的组成特征,从氧化难易程度、分子结构等方面选取5种可溶于水的化合物:咖啡因、葡萄糖、邻苯二甲酸、乙酸钾和腐殖酸钠,配置成DOC溶液。通过改变溶液碳含量、氧化温度、通氧量大小,载气流速等参数,研究不同实验条件对DOC碳转化率及δ13C值的影响。TOC-IRMS在氧化温度850℃,通氧时长20 s(流速10 cm3/min),载气流速80 cm3/min的条件下,测得5种化合物不同浓度DOC溶液的平均碳转化率为95.69%~103.57%;δ13C值与标定参考值基本一致,差值范围为-0.82‰~0.55‰。在上述实验条件下,测得不同类型水样的DOC含量相对标准偏差小于3.7%,δ13C值的标准偏差小于0.2‰,结果表明TOC-IRMS联用在线高温氧化法测定不同类型水样的DOC含量...  相似文献   
3.
基坑降水是岩土工程中经常遇到的施工问题。本文展示了一个降水工程实例,从中引伸出本工程尚未遇到而在其他项目中可能会出现并应及时解决的一些技术问题,引起同行的关注与重视。  相似文献   
4.
Accurate characterizations of rock strengths under higher loading rates are crucial in many rock engineering applications. The split Hopkinson pressure bar (SHPB) system has been used to quantify the dynamic compressive strength of rocks using the short cylindrical specimen and the dynamic tensile strength of rocks using the Brazilian disc (BD) specimen. However, SHPB is a standard tool that is suitable for metal testing; there are some fundamental issues that need to be carefully visited in applying SHPB to rock dynamic tests. This paper addresses several such critical issues, including the choice of slenderness ratio of the compressive specimen, the effect of friction between the sample and bars on the measured results of compressive strength, the necessity of dynamic force balance on the dynamic BD test, and the validity of using the standard BD equation in the data reduction. We show that with proper experimental designs that address these issues, the dynamic compressive strength and dynamic tensile strength of rocks measured using SHPB are valid and reliable.  相似文献   
5.
This research investigated eight stations in Clarion-Clipperton Fracture Zone(CCFZ) in the eastern tropical Pacific in 2017 to study the spatial distribution characteristics of nutrients and chlorophyll a(Chl a) concentration,and compared nutrient concentrations and molar ratios with those of other investigations 20 years ago in the same area. The study found that dissolved inorganic nutrient(N, P and Si) concentrations were lowest in the upper layer, and increased from surface to some depths, t...  相似文献   
6.
四川盆地三叠纪是主要的成钾期,目前发现的主要含钾矿物为杂卤石,有关早三叠世嘉陵江组四段石盐岩中杂卤石成因一直存在争议.采用薄片鉴定、扫描电镜、稀土元素和锶同位素等手段,分析了四川盆地东部垫江盐盆长寿地区嘉陵江组四段石盐岩中杂卤石矿物形态特征,初步探讨了该杂卤石成因及对寻找海相钾盐的指示意义.扫描电镜下与石盐岩共生的杂卤...  相似文献   
7.
The effects of root systems on soil detachment by overland flow are closely related to vegetation types. The objective of this study was to quantify the effects of two gramineous roots (Paspalum mandiocanum with shallow roots and Pennisetum giganteum with deep roots) on soil detachment capacity, rill erodibility, and critical shear stress on alluvial fans of benggang in south-east China. A 4-m-long and 0.12-m-wide flume was used. Slope steepness ranged from 9% to 27%, and unit flow discharge ranged from 1.39 × 10−3 to 4.19 × 10−3 m2 s−1. The mean detachment capacities of P. mandiocanum and P. giganteum lands were 18% and 38% lower than that of bare land, respectively, and the effects of root on reducing soil detachment were mainly reflected in the 0- to 5-cm soil layer. The most important factors in characterizing soil detachment capacity were root length density and soil cohesion, and soil detachment capacity of the two grass lands could be estimated using flow shear stress, soil cohesion, and root length density (NSE = 0.90). With the increase in soil depth, rill erodibility increased, whereas shear stress decreased. The mean rill erodibilities of P. mandiocanum and P. giganteum lands were 81% and 61% as much as that of bare land, respectively. Additionally, rill erodibilities of the two grass lands could be estimated as an exponential function by root length density and soil cohesion (NSE = 0.88). The mean critical shear stress of P. mandiocanum and P. giganteum lands was 1.29 and 1.39 times that of bare land, respectively, and it could be estimated with a linear function by root length density (NSE = 0.76). This study demonstrated that planting of the two grasses P. mandiocanum and P. giganteum could effectively reduce soil detachment and enhance soil resistance to erosion on alluvial fans, with the deep roots of P. giganteum being more effective than the shallow roots of P. mandiocanum. The results are helpful for understanding the influencing mechanism of root systems on soil detachment process.  相似文献   
8.
关注微囊藻群体在超声处理下光合活性变化及超声解除后的浮力恢复情况,可以为超声波控藻技术提供理论依据和数据支撑,具有重要的实践意义.本研究采用处理后水柱中叶绿素a浓度的垂向分布比例和叶绿素荧光变化情况分析微囊藻群体在超声波处理下的光合活性变化和沉降过程.结果表明,适量的超声处理(35 kHz、0.0353 W/cm~3)能在避免破裂藻细胞的同时,显著抑制其光合活性;60 s的处理造成了45.5%的光合活性被抑制.然而,在适宜生长条件下,所有实验组藻细胞中受抑制的光合活性均在24 h内恢复至对照组的80%左右.此外,在上述超声条件下,5 s的超声处理能使水柱中叶绿素a浓度在短时间内(0.5 h)的去除率达79.5%.然而,当处理时间小于30 s时,大于90%的沉降藻细胞可在超声解除后的72 h内恢复浮力上浮;而当处理时间延长至60 s以后,藻细胞基本丧失了上浮能力.通过分析发现,超声处理后微囊藻群体的粒径分布对藻细胞沉降及上浮过程起决定性作用,并且还发现微囊藻群体在超声处理时首先表现为藻细胞失去浮力下沉和光合系统受损,进而发生大群体振散.  相似文献   
9.
选取北京通州环球影城附近某改造区为研究区域,共采集15件表层土壤样品,主要分析了该地区土壤中DDTs和HCHs的空间分布地球化学特征;采集垂向样品,并分析了DDTs和HCHs在土壤垂向剖面中的分布情况。表层土壤样品中大部分的DDTs和HCHs有检出,ΣDDTs的残留量为494~19615 μg·kg-1,ΣHCHs为082~1021 μg·kg-1。土壤垂向剖面分析结果表明,DDTs部分有检出,两剖面中残留量整体随深度变化不明显,但局部出现突变现象;HCHs全部检出,两剖面中残留量整体随着深度增加不断减少。参照国家相关标准对该区土壤环境整体进行评价,初步分析通州区环球影城地区土壤中残留DDTs除个别点符合二级标准外,其余都处于一级标准,残留风险较低;土壤中残留HCHs基本符合一级标准。结合不同异构体之间含量特征及分布,认为该地区局部近期可能存在HCHs输入现象。最后,对该改造区进行了健康风险评价,结果表明该区DDTs和HCHs在致癌风险和部分非致癌风险方面影响较小。  相似文献   
10.
Loading Rate Dependence of Tensile Strength Anisotropy of Barre Granite   总被引:8,自引:0,他引:8  
Granitic rocks usually exhibit strongly anisotropy due to pre-existing microcracks induced by long-term geological loadings. The understanding of the rock anisotropy in mechanical properties is critical to a variety of rock engineering applications. In this paper, Brazilian tests are conducted statically with a material testing machine and dynamically with a split Hopkinson pressure bar system to measure both static and dynamic tensile strength of Barre granite. To understand the anisotropy in tensile strength, samples are cored and labelled using the three principle directions of Barre granite to form six sample groups. For dynamic tests, a pulse shaping technique is used to achieve dynamic equilibrium in the samples during the dynamic test. The finite element method is then implemented to formulate equations that relate the failure load to the material tensile strength by employing an orthotropic elastic material model. For samples in the same orientation group, the tensile strength shows clear loading rate dependence. The tensile strengths also exhibit clear anisotropy under static loading while the anisotropy diminishes as the loading rate increases, which may be due to the interaction of pre-existing microcracks.  相似文献   
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