阿拉尔灌区棉田蒸散量计算模型

根据2000年阿克苏水平衡站有底测坑试验资料，分析了土壤水分有效性函数与土壤相对有效含水率，作物生物学特性函数，与群体叶面积指数的关系，结果表明：（1）土壤水分有效性函数与土壤相对有效含水率呈直线函数关系；（2）作物生物学特性函数与群体叶面积指数呈指数函数关系。选用20cm蒸发器水面蒸发量、作物生物学特性函数和土壤水分有效性函数，应用数理统计方法建立了阿拉尔灌区棉田蒸散量计算模型。该模式仅需常规气象与土壤湿度资料，计算简便，精度较高，便于在缺乏实测资料的地区使用。     

渭干河流域"2002·7"特大洪水分析

渭干河是塔里木河流域第六大源流, 位于天山西部南麓, 渭干河干流起点有新疆最大的流域性控制工程--克孜尔水库. 2002年7月下旬天山中西部山区出现大暴雨(雪)过程, 渭干河流域山区降水持续时间长达30 h以上, 山区降水量50 mm左右, 导致5条支流和渭干河干流出现有水文记录以来的最大洪峰, 流量超过警戒流量和危险流量的2～3.5倍, 暴雨(雪)过程结束之后, 融雪型洪峰长时间居高不下. 洪水过程中, 各支流以及暴雨与融雪等多种洪峰遭遇现象很明显. 克孜尔水库入库洪峰流量达3 660 m3*s-1, 经水库调洪错峰, 出库峰值流量为1 000 m3*s-1, 削峰率72.7%.     

东天山北麓2000多年以来的森林线与环境变化

依据吉木萨尔县泉子街乡桦树窝子和小西沟两个剖面进行高时间分辨率的孢粉分析，结合剖面岩性特征分析、历史文献记录和碳屑鉴定，揭示了天山北麓最近2000多年以来的环境变化。2000aB．P．以前，该地植被为荒漠草原；2000-1300aB．P．(50a B．C．-650A．D．)，植被为草原植被，其中1750—1400aB．P．(200—550A．D．)，植被为有少量森林的草原植被，当时气候状况较今凉湿，适宜云杉生长，使得云杉林带下移，幅度可达250m左右。当时的年均气温较今低1℃而降水量较高，是新疆历史上一个相对冷湿的环境；约1300—450a B．P．(650—1500A．D．)，植被为荒漠草原；4．50aB．P．年以来，植被为荒漠草原—草原。     

上地幔顶部折射波走时层析成像研究综述

简要介绍了上地幔顶部折射波走时层析成像研究的发展历程，详细介绍了上地幔项部折射波走时层析成像研究的各种方法并分析了其优缺点，介绍了国内外有关上地幔顶部折射波的研究工作和成果，阐述了上地幔顶部速度结构与构造活动的关系及其地球动力学意义。     

“93.5”黑风暴发展期中尺度期热量和水汽收支诊断

１９９３年５月４—６日（“９３．５”）在我国西北地区发生了一次极具破坏力的“黑风暴”。为了诊断这次黑风暴发展期的热量和水汽收支，使用了具有高分辨ＰＢＬ参数化及４０ｋｍ细网络的ＭＭ４对该例控制模拟的输出资料和热量与水汽收支方程。对视热源（Ｑ１）和视水汽汇（Ｑ２）的诊断结果指出，Ｑ１的垂直积分在黑风暴的前部和后部分别呈现一条显著的加热带和冷却带。在黑风暴区，Ｑ１和Ｑ２的区域平均垂直廓线揭示，黑风暴的Ｑ１加热主要发生在对流层的上部，而其中部加热主要出现在发展初期；与Ｑ１相应，Ｑ２在低空和中空分别发生明显的增湿变冷和变干加热。这些结果不仅与因黑风暴过程而观测到的强剧强降温率一致，而且也为改进和发展用于模拟和预报黑风暴的中尺度数值模式提供了一些物理依据     

正态化克立格法在路腊汞矿储量计算中的应用

正态化克立格法是对传统储量计算方法的改革和创新。其计算过程的科学性和计算结果的正确性在路腊汞矿作了探采对比试算，取得了良好的结果。     

通渝隧道围岩变形的神经网络预测

隧道新奥法施工中 ,常以围岩变形量作为评判围岩稳定性和支护结构经济合理性的重要指标。公路隧道围岩变形量是随时间而变化的数据序列 ,因而可以建立一些实时跟踪预测模型和方法。根据通渝隧道围岩拱顶下沉位移变形的特性 ,采用神经网络技术来预测其变形量 ,结果表明该方法简易、有效     

Regional comprehensive assessment on environment-health of China

The aim of the study was to assess the environment-health development in different regions of China. 175 indicators, such as average life expectancy at birth, emission intensity of waste gas, GDP etc. were chosen to describe various aspects of the environment, health and development of China. Of all the indicators, life expectancy can sufficiently reflect health situation of population. Consequently, life expectancy was identified as key indicator, and 42 out of 175 indicators were selected for establishing the environment-health indicator framework with three grades of integrative indices to assess the development of environment-health of China. Based on the hierarchical relation between various grades of indices, the comprehensive environment-health index was calculated and contributed to classify the environment-health situation of 30 provinces, municipalities and autonomous regions in China which were divided into five grades by four predefined limits. Comprehensive assessment indicates that the environment-health situation of the eastern and coastal areas is superior to that of inland which is the western regions with underdeveloped economy and rigorous natural condition. Especially, the Qinghai-Tibet and Yunnan-Guizhou plateaus in southwestern China are most vulnerable in the environment and population health. These fit in with the pattern of national socio-economic development, which fully shows that socio-economic context plays a dominant role in the improvement of environment-health in China.     

新疆额尔宾山花岗岩侵位年龄和成因及其对南天山洋闭合时代的限定

额尔宾山花岗岩岩体位于南天山晚古生代侵入岩带,对该花岗岩进行锆石U-Pb定年获得296.1±1.8Ma的年龄,为早二叠世。岩石主量元素分析结果表明,该花岗岩的Si O2含量为66.96%~67.3%,富碱(Na2O+K2O=7.53%~7.97%),K2O/Na2O1(1.15~1.27),属高钾钙碱性系列岩石;Al2O3为15.56%~15.62%,Al2O3K2O+Na2O+Ca O,属于过铝型。岩石稀土元素配分模式呈现轻稀土元素(LREE)富集((La/Yb)N=27.03~30.62)、重稀土元素(HREE)亏损((LREE/HREE)=18.2~20.1)、具有中等程度的负Eu异常(δEu=0.64~0.68)。微量元素判别结果显示,其具有I-A型花岗岩过渡的特征。结合区域地质背景综合分析,初步认定该岩体可能形成于南天山同碰撞向后碰撞构造体制转换时期,据此可以推测南天山洋盆闭合时限至少应该在早二叠世以前。     

Residual-state creep of clastic soil in a reactivated slow-moving landslide in the Three Gorges Reservoir Region,China

We study the creep properties of clastic soil in residual state. The intact samples are taken from a reactivated slow-moving landslide in the Three Gorges Reservoir Region, China. Firstly, the patterns of the landslide movement are analysed based on recent monitoring data, which indicate that the soil within the shear zone is undergoing two deformation processes: a creep phase, characterised by different creep rates, and a dormant phase. We then study the creep behaviour of the soil samples through a series of ring shear creep tests under various shear stress conditions. The creep response depends strongly on the ratio of the shear stress to the residual strength, and the normal effective stress, whereas the creep rate decreases due to strength regain. The long-term strength of the clastic soil is close to the residual strength. Therefore, the residual strength obtained from conventional shear test, which is less time consuming than creep test, can be used in long-term stability analyses of creeping landslides.