含水量对昔格达土填料工程地质性质的影响研究

昔格达地层的沉积地质历史环境决定了昔格达地层的多旋回性及其中泥岩的近饱和特性 ,因此昔格达土填料具有一般其他岩土填料不一样的工程特征。本文通过对昔格达土工程特性的论述 ,以含水量为锲入点 ,分析了含水量变化对昔格达土填料工程性质的影响 ,得出昔格达土混合填料最大干密度 dmax、压实度及强度c、 值都与含水量存在一致的相关性 ,即存在一个最优含水量 ,这个最优含水量接近随机混合的昔格达填料的天然含水量的结论。     

考虑非饱和粘性土含水量变化的地铁隧道围岩土体稳定性分析

含水量是非饱和土力学性质的重要控制因素,非饱和粘性土是北京地铁苏州街车站隧道的主要围岩土体类型,应用钻孔取样的方法取得隧道周边区域内的土体系统样本,通过三轴试验和含水量测试建立了非饱和粘性土围岩的变形和强度参数与含水量的相关性,进而明确了该工程场地非饱和粘性土的主要参数与含水量的关系,以此为基础确定了工程场地不同区域的土体力学参数,通过有限元数值分析方法研究了施工过程中的围岩土体稳定性与地表沉降量,明确了考虑土体含水量变化条件下的隧道开挖施工过程中的围岩土体稳定性状况。     

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应用常规气象资料与卫星资料相结合的办法,研究了2005年6月10日午后在黑龙江省中东部发生的暴雨中尺度对流系统(MCSs)的大尺度环流背景、大气层结演变特征、下垫面条件以及中尺度对流系统.结果表明此次暴雨(简称\     

GMS-5水汽图像所揭示的青藏高原地区对流层上部水汽分布特征

该文利用1995年6月中旬至7月初GMS-5水汽图像,对青藏高原地区对流层上部水汽分布进行了初步分析。发现高原地区对流层上部水汽的汇集主要通过以下4种方式进行：①水汽从高原东南方的雅鲁藏布江河谷等地进入高原,是主要路径;②从西南方越过喜马拉雅山进入高原;③从帕米尔及其以北地区漂过塔里木盆地后进入高原;④对流活动可以引起水汽在高原上空积聚。从多时相平均水汽图像上反映出高原上西北干、东南湿的水汽分布特征,并初步讨论了水汽图像所揭示的在高原生成的系统对我国东部天气的影响。     

中国关于积云参数化方案的应用

文中简要评述并比较了4类积云参数化方案,着重总结了各种积云参数化方案在中国的应用,最后结合中国特点讨论了积云参数化方案在应用中存在的一些问题和改进途径。     

Quality Control and Evaluation of the Observed Daily Data in the North American Soil Moisture Database

The North American Soil Moisture Database (NASMD) was initiated in 2011 to assemble and homogenize in situ soil moisture measurements from 32 observational networks in the United States and Canada encompassing more than 1800 stations. Although statistical quality control (QC) procedures have been applied in the NASMD, the soil moisture content tends to be systematically underestimated by in situ sensors in frozen soils, and using a single maximum threshold (i.e., 0.6 m3 m-3) may not be sufficient for robust QC because of the diverse soil textures in North America. In this study, based on the in situ soil porosity and North American Land Data Assimilation System phase 2 (NLDAS-2) Noah soil temperature, the simple automated QC method is revised to supplement the existing QC approach. This revised QC method is first validated based on the assessment at 78 of the Soil Climate Analysis Network (SCAN) stations where the manually checked data are available, and is then applied to all stations in the NASMD to produce a more strict quality-controlled dataset. The results show that the revised automated QC procedure can flag the spurious and erroneous soil moisture measurements for the SCAN stations, especially for those located in high altitudes and latitudes. Relative to station measurements in the original NASMD, the quality-controlled data show a slightly better agreement with the manually checked soil moisture content. It should be noted that this quality-controlled dataset may be over-flagged for some valid soil moisture measurements due to potential errors of the soil temperature and soil porosity data, and validation in this study is limited by the availability of benchmark soil moisture data. The updated QC and additional validation will be desirable to boost confidence in the product when high-quality data become available in the future.     

含砂量对HDD钻井液性能影响的试验研究

水平定向钻进铺管钻遇地层多为土、砂层,钻井液对成孔质量影响较大,而固相含量又直接影响钻井液的综合性能。本文通过室内试验,分析了不同含砂量条件下,钻井液的塑性粘度、表观粘度、动切力、动塑比的变化规律,认为含砂量在15％以下时,对钻井液流变性能变化不大,而当钻井液中的含砂量超过20％时,钻井液会产生系统破坏,需要进一步处理方可二次使用。     

台风期间电离层TEC的扰动响应分析

针对台风期间的电离层的扰动,利用1996—2004年在福建登陆的台风事件,选择电离层电子总含量(TEC)为对象进行研究,再选择参考点为同纬度不同经度地区的TEC为对照,分析两地TEC差值情况,以及台风期间两者的扰动响应.结果表明:在台风风速达到极值的时段内,部分区域内TEC会出现类似锯齿状的扰动,在之后一段时间内消亡;在风速逐渐趋于极值到极值消失的时段内,风速与TEC日平均值之间存在较强的负相关关系.     

Seasonal water uptake near trees: a numerical and experimental study

Issues related to the numerical simulation of moisture migration patterns in the unsaturated zone and in the vicinity of mature trees are explored in this paper. The research is based on the use of Richard's equation for unsaturated moisture flow incorporating a sink term. A numerical solution has been achieved via the finite-element method for spatial discretization along with a finite-difference time-marching scheme. An axisymmetric solution is developed to represent water uptake near an established tree. The approach adopted utilizes radial symmetry and assumes a linear distribution of water extraction rates with both depth and radius. The model has been validated by direct comparison with field measurements recorded (by others) for a mature lime tree located on a boulder clay subsoil. Non-linear hydraulic properties have been obtained from independent published data. A good correlation between field data and simulated results has been achieved. The simulation covers a full annual cycle starting from field capacity in winter, extending through a full spring–summer drying period and subsequent autumn recharge. It is believed that this is the first attempt to simulate the behaviour of an established tree over such a time-scale. This relatively straightforward approach is thought to be suitable for development and application to a range of geo-engineering problems (e.g. slope stability, shrinkage/heave prediction, etc).     

长江中下游地区夏季降水的水汽路径的客观定量化研究

本文根据中国台站降水资料和NCEP/NCAR再分析资料, 研究了长江中下游地区夏季降水的水汽路径并给出了客观定量化的定义。结果表明:(1)影响长江中下游地区夏季降水的水汽路径主要是来自南界的水汽输送, 据此定义了南界水汽路径的面积、中心强度、向东延伸格点的位置以及边界强度等指标;(2)对各个指标的时间演化特征进行了分析, 南界水汽路径的面积指标和中心强度指标有下降的趋势, 各个指标在20世纪90年代前后都有一个明显的转折, 面积指标、中心强度指标、边界纬向强度指标都有明显的年代际的变化;(3)对各指标与中国夏季降水和前冬海表温度进行相关分析, 夏季南界水汽路径影响我国不同地区的降水, 南界水汽路径的面积指标、中心强度指标与前一年冬季西太平洋的海温呈显著负相关, 与赤道中太平洋和东太平洋前一年冬季的海温呈显著正相关, 即前冬东太平洋发生El Ni?o时, 有利于夏季西太平洋水汽输送增强, 进而有利于长江中下游地区夏季降水偏多。