疏勒河流域中游生态环境变化及成因分析

近三十年来,疏勒河流域中游地区生态环境不断恶化,主要表现为绿色生产严重退化,湿地面积缩小,盐碱地,沙地迅速增加。通过不同时段的遥感解译,分析了不同生态景观的定量变化及成因。恶劣的地理环境加上人类活动对水资源利用量的不断增加是造成该区生态环境日趋恶化的主要因素。保护地下水平衡和合理用水结构,实行水资源优化管理,提高水的利用率是社会经济,环境可持续发展的有力保证。     

罕见的蓝色饵-纳透闪石研究

尽管角闪石在地壳中大量存在 ,但是蓝色钾 钠透闪石却是角闪石中的稀有品种。本文采用X射粉晶线衍射和晶胞参数计算 ,确定该矿物为蓝色的钾 钠透闪石 ,用电子探针 (EMPA)精确分析了它的化学成分 ,确定为钾 钠透闪石 ,而不是蓝色软玉 (即不是透闪石或阳起石 )。     

流动注射分光光度法同时测定水中挥发酚及氰化物

在单针进样器的基础上，增加一个三通流路同时进样，在线消解-流动注射分光光度法测定水中挥发酚及氰化物。实验结果表明，挥发酚浓度在0mg/L～0．2mg／L、氰化物浓度在0mg/L～0．5mg／L范围内具有良好的线性关系。通过在线气体扩散分离技术，提高了分析速度，每小时可完成12个～15个样品的分析。方法的相对标准偏差〈5％，回收率在90．4％～108．5％之间。     

Assessment of regional karstification degree and groundwater sensitivity to pollution using hydrograph analysis in the Velka Fatra Mountains, Slovakia

Hydrograph analyses of groundwater depletion process in the spring were used for estimation of karstification degree and groundwater sensitivity to pollution in the whole catchment area. Differences of individual depletion hydrographs enable assessment of the anticipated extent of absorption, attenuation and self-purification processes during the groundwater penetration through the rock environment between its infiltration and its outflow in the spring. The method was applied in the SW part of the Velka Fatra Mountains (Slovakia) “Tlsta” hydrogeological structure. In total, 209 individual recession curves from 20 gauged springs were analyzed. Depending on characteristic groundwater depletion hydrographs with independent sub-regimes, categories of groundwater sensitivity to pollution were defined. Finally, resulting sensitivities to pollution were linked to lithostratigraphical units in the area.     

酒泉地区香蕉上市量与气象灾害的关系及预警系统

文中通过对香蕉运输过程中气象灾害的分析 ,总结出了香蕉运输过程中气象灾害发生的规律 ,据此建立了一套防灾减灾的预警系统 ,并对采用该系统前后的气象灾害进行了对比分析     

Algorithm of Calculation of Lyapounov Coefficients for Analysis of Chemical Autooscillations, as Applied to Calcite Crystallization Model

The numerical algorithm of calculation of Lyapounov coefficients (L _k) of any order is developed. The apparatus of analytical calculations is not used in this algorithm. The proposed algorithm is of use for usual computer languages and allows us to find the numerical value of L _k for any k and to make complete qualitative analyses of dynamic models on the plane.     

青藏高原北侧地区干湿年夏季垂直环流差异的对比分析及青藏高原的热力影响

为了分析西北干旱的形成原因，本文首先利用高原北侧地区５站历年夏季的降水量资料等，制定了该区的干湿标准，划分了历年夏季的干湿等级。接着又利用ＥＣＭＷＦ的格点资料等对比分析了该区干湿年夏季间垂直环流的差异，也探讨了青藏高原地面热状况与高原北侧干湿状况的联系。其主要结论是：１）文中制定的以降水标准差为判据的干湿标准适合西北干旱区；２）高原北侧干湿年夏季间在高原北侧和高原上的垂直环流存在明显差异；３）青藏高原地面热状况与上列差异有关，也即青藏高原的热力作用是西北干旱的重要成因之一。     

ENSO 循环过程中逐月海温异常的合成分析

文章基于UK和MIT 1990年整编的12年（1968～1977年和1982～1983年）逐月5°×5°经纬网格点的海温（SST）距平资料，对其间发生的4次El Nino事件和3次La Nina事件作了逐月全球SST异常分布的合成分析。合成结果表明:在El Nino事件的形成阶段，赤道中太平洋存在明显的东传暖性低频扰动；而在La Nina事件的形成阶段，南北美沿岸有稳定增强的冷中心向西发展。     

SEM-EDX Characterisation of Tropospheric Aerosols in the Negev Desert (Israel)

Individual aerosol particles collected in the Negev desert in Israel during a summer and winter campaign in 1996–1997 were analysed by scanning electron microscopy with energy-dispersive X-ray analysis. Hierarchical cluster analysis was performed to interpret the data on the basis of particle diameter and composition. Eleven particle classes (groups) provided clues on sources and/or particle formation. The summer samples were enriched in sulphates and mineral dusts; the winter samples contained more sea salts, aged sea salts, and industrial particles. The fine size fraction below 1 m diameter was enriched in secondary particles and showed evidence of atmospheric processing. The secondary sulphate particles were mainly attributed to long-range transport. A regional conversion from calcite to calcium sulphate occurred during summer. Industrial particles originating from local pollution appeared during winter.     

重庆市镇安场变形体与库岸岸勘查治理

对镇安场变形体、库岸特征及其稳定性研究目的是为三峡水库区三期地质灾害勘察与治理提供参考依据。通过对该变形体的工程地质勘察,取得了变形体及滑移带的近期变形特征,确定出变形体的稳定系数。给出变形体在天然状态下、连续高强度暴雨、水库蓄水位达175m及降至145m时荷载受力情况下的一系列参数,并作出稳定性简评。通过对库岸现状的定量勘查,采用对未来坍岸破坏方式的预测,用类比及计算法得出当库水位动、静态发生改变时变形体的变形情况及变形体与库岸防治设计的有关参数。其中浅基础下岩石地基承载力的经验参数为:强风化泥岩300kPa,强风化砂岩500kPa,中等风化泥岩1000kPa,中等风化砂岩2000kPa;基底摩擦系数为:泥岩0.4,砂岩0.5;墙后填土重度20kN/m3。按上述各项参数实施防治措施将取得较好的效果。