抗拔桩设计方法

当地下水位较高时,地下车库等附属建筑物不得不对抗浮问题进行考虑,抗拔桩被越来越多的应用于工程中。依据工程实例对抗拔桩设计荷载条件、抗浮桩单桩承载力设计、抗浮桩桩身结构设计、群桩地基整体稳定性、单位面积抗浮力、抗拔桩抗裂分别进行了阐述,以及抗拔桩设计中应考虑的问题进行了论述。     

相山铀矿田成矿机理研究

本文重点研究了相山铀矿田的成矿时代及成矿环境 ,并剖析了典型矿床在垂向上物质成份的变化规律。研究结果表明 :相山矿田主要经历了两期铀矿化作用 ,第一期为铀 赤铁矿化阶段 ,成矿年龄为 1 1 5± 0 6Ma ;第二期为铀 萤石 水云母化阶段 ,成矿年龄为 99± 6Ma。两期成矿作用分别形成于不同的地质环境 ,第一期成矿作用主要与大规模火山塌陷及次火山岩侵位有关 ,第二期成矿作用则主要与因太平洋板块的松弛作用而形成的区域性伸展、裂解及中基性脉岩的活动有关。相山矿田的热液蚀变类型不仅在平面上存在东碱、西酸的演化趋势 ,而且在垂向上还存在上酸、下碱的演化规律。通过对相山矿田成矿机理的深入探讨 ,认为相山矿田是成矿元素多阶段富集、成矿热液多期叠加以及多种地质因素共同作用的产物。     

中国南北地震带北段近期地应力场动态演化特征与地震活动之关系

分析了南北地震带北段多年来应力场的动态变化特征，并结合其他前兆手段观测资料研究了应力场动态变化与地震活动的关系，探讨了应力场变化的动力成因和利用其进行地震预测的可能性。     

Dublin days: the 2003 NAM

Mark E Bailey and Tom Ray give an overview of the National Astronomy Meeting in Dublin, where record numbers of astronomers went to talk, listen and network.     

The stability of a remediated bed in Hamilton Harbour,Lake Ontario,Canada

ABSTRACT In situ measurements of lakebed sediment erodibility were made on three sites in Hamilton Harbour, Lake Ontario, using the benthic flume Sea Carousel. Three methods of estimating the surface erosion threshold (τ_c(0)) from a Carousel time series were evaluated: the first method fits measures of bed strength to eroded depth (the failure envelope) and evaluates threshold as the surface intercept; the second method regresses mean erosion rate (E_m) with bed shear stress and solves for the floc erosion rate (E_f) to derive the threshold for E_m = E_f = 1 × 10^?5 kg m^?2 s^?1; the third method extrapolates a regression of suspended sediment concentration (S) and fluid transmitted bed shear stress (τ₀) to ambient concentrations. The first field site was undisturbed (C) and acted as a control; the second (W) was disturbed through ploughing and water injection as part of lakebed treatment, whereas the third site (OIP) was disturbed and injected with an oxidant used for remediation of contaminated sediment. The main objectives of this study were: (1) to evaluate the three different methods of deriving erosion threshold; (2) to compare the physical behaviour of lacustrine sediments with their marine estuarine counterparts; and (3) to examine the effects of ploughing and chemical treatment of contaminated sediment on bed stability. Five deployments of Sea Carousel were carried out at the control site. Mean erosion thresholds for the three methods were: τ_c(0) = 0·5 (±0·06), 0·27 (±0·01) and 0·34 (±0·03) Pa respectively. Method 1 overpredicted bed strength as it was insensitive to effects in the surface 1–2 mm, and the fit of the failure envelope was also highly subjective. Method 2 exhibited a wide scatter in the data (low correlation coefficients), and definition of the baseline erosion rate (E_f) is largely arbitrary in the literature. Method 3 yielded stable (high correlation coefficients), reproducible and objective results and is thus recommended for evaluation of the erosion threshold. The results of this method correlated well with sediment bulk density and followed the same trend as marine counterparts from widely varying sites. Mass settling rates, expressed as a decay constant, k, of S(t), were strongly related to the maximum turbidity at the onset of settling (S_max) and were also in continuity with marine counterparts. Thus, it appears that differences in salinity had little effect on mass settling rates in the examples presented, and that biological activity dominated any effects normally attributable to changes in salinity. Bedload transport of eroded aggregates (2–4 mm in diameter) took place by rolling below a mean tangential flow velocity (U_y) of 0·32 ms^?1 and by saltation at higher velocities. Mass transport as bedload was a maximum at U_y = 0·4 ms^?1, although bedload never exceeded 1% of the suspended load. The proportion of material moving as bedload was greatest at the onset of erosion but decreased as flow competence increased. Given the low bulk density and strength of the lakebed sediment, the presence of a bedload component is notable. Bedload transport over eroding cohesive substrates should be greater in estuaries, where both sediment density and strength are usually higher. Significant differences between the ploughed and control sites were apparent in both the erosion rate and the friction coefficient (φ), and suggest that bed recovery after disruption is rapid (< 24 h). τ_c(0) increased linearly with time after ploughing and recovered to the control mean value within 3 days. The friction coefficient was reduced to zero by ploughing (diagnostic of fluidization), but increased linearly with time, regaining control values within 6 days. No long‐term reduction in bed strength due to remediation was apparent.     

富水水库中微生物成因的显微针铁矿及其对微量元素的富集

通过对湖北省富水水库坝基渗漏水及其析出物的研究，探讨了现代沉积环境（水库）中显微铁矿物形成的机理及微生物在铁的生物矿化中的作用和意义。对析出物中微量元素的富集特征也进行了初步研究。用化学分析方法测试出坝基渗漏水中阳离子以Ca^2 、Mg^2 、K^ 、Na^ 为主，Fe^2 和Fe^3 含量极少，阴离子以HCO3^-为主。析出物的化学成分以铁的氧化物为主。采用X射线衍射、差热分析、红外光谱和穆斯堡尔谱，以及透射电镜和扫描电镜等测试手段，分析研究了析出物的物相和形貌特征。析出物的主要矿物相为针铁矿、石英、伊利石、蒙脱石和微量方解石，呈弱结晶状态。由析出物中显微针铁矿特殊的形貌特征及其特征的穆斯堡尔谱图推测出富水水库沉积环境中显微针铁矿是由铁细菌形成。ICP－MS测试测试结果表明，析出物中不仅富集了铁，还富集了Yb、Pb、Dy、Zn、Co、Be、Eu、Sm和Tb等微量元素。微量元素的富集是微生物与显微针铁矿共同作用的结果。     

数值预报产品在2002年汛期暴雨预报中的应用

为了解数值预报产品在暴雨预报中的作用，总结了欧洲中心、华盛顿、日本及中央气象台天气在线网站德国数值预报模式的高空、地面形势预报产品和降水预报产品在湖南省2002年几次典型暴雨预报中的应用情况。结果表明：数值预报产品在2002年湖南省中短期暴雨预报中发挥了重要作用。     

人工增雨技术研究及示范

国家重点科技攻关项目“人工增雨技术研究及示范’’经过两年的攻关，在人工增雨综合探测、云水资源评估、催化作业、数值模拟、效果检验技术和外场示范试验等方面取得了一系列成果和应用效益，基本形成了一套人工增雨综合技术。2003年12月13日顺利通过科技部组织的专家验收。课题研究成果通过在示范区的检验、试用和完善，显示出具有业务应用和推广前景。课题主要成果为：     

洋脊和年轻洋壳俯冲与埃达克岩生成的热模拟

新生代以来 ,环太平洋周边分布的埃达克岩 (Adakite)主要与年轻洋壳俯冲时在 70～ 90km深处的部分熔融有关。利用数值方法 ,模拟了洋壳俯冲的热演化过程并讨论了脱水、熔融对埃达克岩浆活动的影响。结果表明 :仅在活动海岭俯冲前后约 10Ma内 ,年轻的、热的俯冲海洋板片在 75～85km深度范围内 ,温度升高至 82 5～ 10 0 0℃脱水 ,导致年轻洋壳中角闪岩部分熔融 ,形成埃达克岩(Adakite)。而一般洋壳俯冲在 10 0km以下深度才脱水 ,由于脱水区压力较高洋壳自身不能熔融 ,水进入上覆地幔楔状体导致部分熔融 ,形成安山岩 (Andesite     

2002年南海季风建立及其雨带变化的天气学研究

利用南海海 气通量观测试验资料结合NCEP ,GPCP以及GMS - 5云图资料 ,综合分析了 2 0 0 2年 5～ 6月南海西南季风建立过程及其雨带变化 ,确定 5月 14日西沙及北部海区西南季风爆发 ,5月 15日整个南海季风爆发 ,季风爆发时间属于正常年 ;季风爆发时风向、风速、云量、降水、湿度、辐射及海面温度等要素都发生突变。这种突变是由大气环流的突变造成的。季风爆发前后大气环流变化过程是 :80～ 90°E越赤道气流加强 ,同时印缅低压加深 ,孟加拉湾南北向气压梯度增大 ,而后东亚大陆上气旋发展东移 ,副热带高压东撤 ,孟加拉湾低压槽前的赤道西风突然加强越过中南半岛 ,南海北部首先出现强西南风 ,继而南海季风迅速地全面爆发。孟加拉湾西南风加强到南海季风爆发是一个连续的过程 ,大陆冷空气南下起了重要的作用。南海季风爆发时呈现单雨带型 ,而后由单雨带型转变为双雨带型 ,雨带受副热带高压和季风系统共同影响 ,并且随着副热带高压移动位置变化。