河南栾川西沟铅锌银金矿床三维地质建模与深部找矿预测评价

随着矿区浅部矿的日益减少,深部找矿越来越受到重视,三维地质建模技术在成矿预测、资源定量评价等方面得到了广泛的应用.本文利用三维地质建模平台GOCAD中的三维建模技术及地质统计学等方法,基于收集测试得到的地质图、钻孔和采样点的地层、岩性、构造、品位等数据,构建了西沟铅锌银金矿区的三维地质模型,包括断裂构造模型、矿体模型及...     

宿迁市文体馆基础隔震非线性时程分析研究

宿迁市文体馆4500座位，约13000m^2,位于8度抗震设防区，主体结构为钢筋混凝土结构空间框架，钢网壳屋盖。该工程采用基础隔震技术设计，在桩基顶面与上部结构之间设置架空层，用作安置设备管道及隔震层。隔震层由叠层橡胶隔震支座和粘滞阻尼器组成。对主体结构基础隔震采用空间模型非线性时程分析方法进行了详细分析，结果表明：采用基础隔震措施可显著降低结构地震作用，上部结构水平地震作用减震系数可按0．25采用；设置附加粘滞阻尼器能较好地解决降低地震作用和限制隔震层位移之间的矛盾，对提高隔震体系的性能具有重要作用。技术经济比较表明，本工程采用基础隔震措施，具有明显的社会、经济效益。     

Recent Study of the Changjiang Fault Zone

The Changjiang fault zone, also known as the Mufushan-Jiaoshan fault, is a famous fault located at the southern bank of the Changjiang River, near the Nanjing downtown area. Based on multidisciplinary data from shallow artificial seismic explorations in the target detecting area (Nanjing city and the nearby areas), trenching and drilling explorations, classification of Quaternary strata and chronology dating data, this paper provides the most up-to-date results regarding activities of the Changjiang fault zone, including the most recent active time, activity nature, related active parameters, and their relation to seismic activity.     

三氧二氮席夫碱冠醚DTDC合成的研究

设计了三条路线合成了席夫碱冠醚２,３：１０,１１－二苯并－１,１２,１５－三氧杂－５,８－二氧－２,３：４,５：８,９：１０,１１－十七环四烯（ＤＴＤＣ）,并通过红外、紫外、伏安法等手段对产品的性状进行了表征。结果表明,设计的路线都是可行的,且具有简便、产物纯度高等优点。     

27.3-day and 13.6-day atmospheric tide

An analysis of time variations in the earth's length of day (LOD) for 25 years (1973-1998) versus at- mospheric circulation changes and lunar phase is presented. It is found that, on the average, there is a 27.3-day and 13.6-day period oscillation in global zonal wind speed, atmospheric geopotential height, and LOD following alternating changes in lunar phase. Every 5-9 days (6.8 days on average), the fields of global atmospheric zonal wind and geopotential height and LOD undergo a sudden change in rela- tion to a change in lunar declination. The observed atmospheric oscillation with this time period may be viewed as a type of atmospheric tide. Ten atmospheric tidal cases have been analyzed by comparing changes in LOD, global zonal wind speed and atmospheric geopotential height versus change in lunar declination. Taken together these cases reveal prominent 27.3-day and 13.6-day tides. The lunar forcing on the earth's atmosphere is great and obvious changes occur in global fields of zonal wind speed and atmospheric geopotential height over the equatorial and low latitude areas. The driving force for the 27.3-day and 13.6-day atmospheric tides is the periodic change in lunar forcing during the moon's revolution around the earth. When the moon is located on the celestial equator the lunar declination equals zero and the lunar tidal forcing on the atmosphere reaches its maximum, at this time the global zonal wind speed increases and the earth's rotation rate decreases and LOD increases. Conversely, when the moon reaches its most northern or southern positions the lunar declination is maximized, lunar tidal forcing decreases, global zonal wind speed decreases, earth's rotation rate increases and LOD decreases. 27.3-day and 13.6-day period atmospheric tides deserve deeper study. Lunar tidal forcing should be considered in models of atmospheric circulation and in short and medium range weather forecasting.     

Genetic variation within and among range-wide populations of three ecotypes of the Japanese grenadier anchovy Coilia nasus with implications to its conservation and management

Journal of Oceanology and Limnology - Studies of range-wide populations can contribute to the comprehension of the relative roles of historical events and contemporary factors that influence...     

水动力学参数对非饱和红黏土中溶质迁移的影响

在试验测得桂林和柳州红黏土的水动力学参数的基础上, 根据非饱和土溶质迁移理论模拟两种红黏土中的溶质迁移过程, 分析水动力学参数的影响。试验表明, 桂林红黏土含有比柳州红黏土更好的持水性能, 同样吸力下具有更高的体积含水率, 渗透系数更低, 这主要是因为柳州红黏土具有较高含量的石英矿物, 土的黏性更低。根据初始饱和度为95%, 90%, 85%, 80%下土中的一维溶质扩散计算结果, 发现随着初始饱和度减小, 柳州红黏土的溶质扩散深度增大, 而桂林红黏土则表现出了特殊性, 随着初始饱和度的减小, 扩散锋面出现转折点, 当初始饱和度降低到85%时, 扩散深度反而减小, 其原因是非饱和土的渗流受到吸力和渗透性双重因素控制, 桂林红黏土具有较低的渗透性, 随着初始饱和度降低, 渗透性减小超过吸力梯度增加的影响, 渗透性成为主要控制因素, 渗流速度降低, 而柳州红黏土中渗透系数随饱和度变化不大, 此时吸力梯度为主要控制因素。     

海南岛新村、黎安潟湖表层沉积物有机质分布与来源分析

通过对海南省陵水县新村港(33个)和黎安港(11个)表层沉积物样品的粒度、总有机碳(TOC)、总氮(TN)的测定分析, 得出了双潟湖表层沉积物的粒径与有机质的分布特征, 并利用C/N 比值计算了不同有机质来源的贡献率。研究结果表明:1)新村港和黎安港潟湖表层沉积物的平均粒径分别为0~8ø和6~8ø, 呈由岸及湖心粒径逐渐减小的趋势; 2)新村港表层沉积物TOC的含量介于0.027 % ~2.660 %, 平均值为1.06 %, TN的含量介于0.018 % ~1.461 %, 平均值为0.748 %, 在人类活动明显的村落附近区域TN值很高, 去除人类活动影响的这些值后, TOC和TN的空间分布均与平均粒径具有较好的相关性, 即呈湖中心含量较高、近岸含量较低的特征; 黎安港表层沉积物TOC的含量介于0.216 % ~1.950 %, 平均值为1.15 %, TN的含量介于0.019 % ~1.460 %, 平均值为0.45 %, 由于沉积物粒径空间分异小, TOC和TN的空间分布较均匀; 3)新村港表层沉积物C/N 比介于0.037~33.000之间, 平均值为4.73, 利用C/N 比估算得到陆源有机碳贡献率达1 % ~99 %, 平均值为47 % 。C/N 比值和陆源有机碳贡献率在新村港南北两侧近岸表层沉积物中比潟湖中心高, 这是由于北侧河流和南侧南湾岭陡坡雨水携带的植物碎屑为近岸沉积物提供了较为丰富的陆源有机质; 黎安港表层沉积物C/N 比介于1.1~11.5之间, 平均值为6.51, 整体值小于12, 有机质的C/N 比与陆源有机质贡献率的空间分布与新村港存在较大差异, 其有机质主要为海源。人类活动对新村港内有机质沉积影响明显。     

Numerical analysis of the forces exerted on offshore structures by ship waves

Ship-generated waves can contribute to the fatigue of offshore structures. This paper presents a numerical model for evaluating the forces exerted on a nearby fixed structure by ship-generated waves. The ship waves were modeled using Michell's thin-ship theory (Wigley waves), and the forces were computed using a boundary element method in the time domain. The simulation was validated by comparing its results with those of frequency-domain methods reported in the literature. It was then applied to calculate the forces exerted on a hemisphere by ship waves varying with the ship's speed, dimensions and distance from the hemisphere to the ship's path. Our results indicate that the ship waves have enormous effects on offshore structures and are not neglectable.     

Coupled Responses of Sewol, Twin Barges and Slings During Salvage

Korean Sewol is successfully lifted up with the strand jack system based on twin barges. During the salvage operation, two barges and Sewol encounter offshore environmental conditions of wave, current and wind. It is inevitable that the relative motions among the three bodies are coupled with the sling tensions, which may cause big dynamic loads for the lifting system. During the project engineering phase and the site operation, it is necessary to build up a simulation model that can precisely generate the coupled responses in order to define a suitable weather window and monitor risks for the salvage operation. A special method for calculating multibody coupled responses is introduced into Sewol salvage project. Each body’s hydrodynamic force and moment in multibody configuration is calculated in the way that one body is treated as freely moving in space, while other bodies are set as fixed globally. The hydrodynamic force and moment are then applied into a numerical simulation model with some calibration coefficients being inserted. These coefficients are calibrated with the model test results. The simulation model built up this way can predict coupled responses with the similar accuracy as the model test and full scale measurement, and particularly generate multibody shielding effects. Site measured responses and the responses only resulted from from the simulation keep project management simultaneously to judge risks of each salvage stage, which are important for success of Sewol salvage.