氯对测定化合水的影响及其校正研究     

李继乐 《岩矿测试》1997,16(2):81-86

用差热和热（失）重法、ｐＨ值检验、离子色谱等分析方法考察和证实了Ｃｌ－对平菲尔特管重量法测定化合水（Ｈ２Ｏ＋）的干扰，研究其影响规律，提出用系数校正方法可获得Ｈ２Ｏ＋的准确结果。方法用于含氯深海沉积物和大洋多金属结核标准物质中Ｈ２Ｏ＋的定值分析，取得满意结果  相似文献   

Water-quality trends in White Rock Creek Basin from 1912-1994 identified using sediment cores from White Rock Lake reservoir, Dallas, Texas   总被引：2，自引：0，他引：2  

Peter C. Van Metre  Edward Callender 《Journal of Paleolimnology》1997,17(2):239-239

Historical trends in selected water-quality variables from 1912 to 1994 in White Rock Creek Basin were identified by dated sediment cores from White Rock Lake. White Rock Lake is a 4.4-km² reservoir filled in 1912 and located on the north side of Dallas, Texas, with a drainage area of 259 km². Agriculture dominated land use in White Rock Creek Basin before about 1950. By 1990, 72% of the basin was urban. Sediment cores were dated using cesium-137 and core lithology. Major element concentrations changed, and sedimentation rates and percentage of clay-sized particles in sediments decreased beginning in about 1952 in response to the change in land use. Lead concentrations, normalized with respect to aluminum, were six times larger in sediment deposited in about 1978 than in pre-1952 sediment. Following the introduction of unleaded gasoline in the 1970s, normalized lead concentrations in sediment declined and stabilized at about two and one-half times the pre-1952 level. Normalized zinc and arsenic concentrations increased 66 and 76%, respectively, from before 1952 to 1994. No organochlorine compounds were detected in sediments deposited prior to about 1940. Concentrations of polychlorinated biphenyls (PCB) and DDE (a metabolite of DDT) increased rapidly beginning in the 1940s and peaked in the 1960s at 21 and 20 µg kg^-1, respectively, which is coincident with their peak use in the United States. Concentrations of both declined about an order of magnitude from the 1960s to the 1990s to 3.0 and 2.0 µg kg^-1, respectively. Chlordane and dieldrin concentrations increased during the 1970s and 1980s. The largest chlordane concentration was 8.0 µg kg^-1 and occurred in a sediment sample deposited in about 1990. The largest dieldrin concentration was 0.7 µg kg^-1 and occurred in the most recent sample deposited in the early 1990s. Agricultural use of chlordane and dieldrin was restricted in the 1970s; however, both were used as termiticides, and urban use of chlordane continued at least until 1990. Recent use of dieldrin and aldrin, which degrades to dieldrin, has not been reported; however, increasing trends in dieldrin since the 1970s suggest recent urban use could have occurred.  相似文献   

福建浦城－三都澳和崇安－石城成矿带铅同位素特征及其地质意义   总被引：1，自引：1，他引：1  

姜耀辉  陈鹤年  巫全淮  陈三元 《地质与勘探》1996,(5)

对浦城－三都澳和崇安－石城成矿带钢金锡多金属矿床及相关岩体的铅同位素特征作了系统研究和对比。结果表明，两成矿带不同成矿期以及同一成矿期不同区段间的铅同位素组成存在很大差异。并就此探讨了在成矿作用和岩浆作用动力学机制等地质问题中的意义。  相似文献   

岩质边坡设计坡角和锚固方案的确定   总被引：3，自引：0，他引：3  

郭映忠 《工程地质学报》1996,4(2):1-6

本文运用赤平极射投影、块体理论和岩体力学的基本原理, 试探求一种可供边坡工程设计采用的确定人工岩质边坡最大安全设计坡角和锚固方案的简易方法。  相似文献   

安徽马山金铜矿的地球化学研究   总被引：2，自引：0，他引：2  

王兆荣  周泰禧 《华东地质学院学报》1996,19(1):36-41

  相似文献   

Pall型摩擦阻尼支撑内力计算方法   总被引：3，自引：0，他引：3  

吴斌  张纪刚  欧进萍 《世界地震工程》2004,20(2):6-11

从Pall摩擦阻尼器四连杆机构的几何非线性变形特征出发，分析框架位移、支撑刚度、阻尼器摩擦力、阻尼器大小、支撑倾角、支撑屈曲力等对一种改进的Pall摩擦阻尼器-T形芯板摩擦阻尼器支撑的受力特点，拟合出可供设计人员使用的实用计算公式。  相似文献   

SMA-MR复合型阻尼器   总被引：5，自引：0，他引：5  

卞晓芳  薛素铎 《世界地震工程》2004,20(2):23-29

利用形状记忆合金超弹性、形状记忆特性和MR液的材料特性，提出了SMA-MR复合阻尼器，建立了阻尼器的理论模型。通过输入正弦波得到小震、大震时相应的滞回曲线，并对一单层框架进行输入El Centro地震波下的减震效果分析，比较了SMA-MR阻尼器、仅有SMA和仅有MR作用下的减震效果。结果表明，所设计的SMA-MR阻尼器具有卓越的阻尼性能，对大震、小震的控制实现了自适应的智能性。  相似文献   

云南省白竹箐-阳文山NE向构造带铅锌矿成矿地质条件及找矿方向     

牛文革  秦臻  李耀辉 《矿产与地质》2004,18(3):249-251

重点分析构造带的成矿地质条件，总结地层、构造、岩浆岩与矿床的关系，认为该地区具有寻找层控及热液改造型铅锌矿的远景，并指明找矿方向，根据化探异常及矿点分布的规律，圈定了找矿靶区。  相似文献   

区域化探找矿新案例-甘肃代家庄铅锌矿的发现   总被引：5，自引：2，他引：5  

牛洪斌  张新虎  金治鹏  徐家乐 《物探与化探》2004,28(3):242-244,248

代家庄铅锌矿是在甘肃省用地球化学勘查方法发现的第一个大型铅锌矿床。作者回顾了发现该矿床的简史,研究了矿床地质、地球化学特征,探讨矿区进一步找矿的远景,讨论应用地球化学勘查方法寻找铅锌等有色金属矿产的经验和教训。  相似文献   

An experimental study on seismic responses of multifunctional vibration‐absorption reinforced concrete megaframe structures     

Zongjian Lan  Yuji Tian  Liang Fang  Shuting Liang  Xinde Wang 《地震工程与结构动力学》2004,33(1):1-14

Two models are tested on a shake‐table. One of the models is a normal reinforced concrete megaframe structure and the other is a multifunctional vibration‐absorption reinforced concrete megaframe structure in which the laminated rubber bearings are placed between the major frame and the minor frames. Two earthquake motions (the El Centro wave and the Taft wave) are used during the test. This paper presents the dynamic characteristic, the seismic responses and the failure mechanism of these two models under varying peak acceleration levels for each of the earthquake motions. The test results demonstrate that the aseismic behavior of a multifunctional vibration‐absorption reinforced concrete megaframe structure is much better than that of a normal reinforced concrete megaframe structure. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献