伸展盆地转换带分析──以松辽盆地北部为例

转换带可划分为５种类型：离散型转换带，汇聚型高凸起与低凸起转换，同向型高凸起与低凸起转换带。其中当伸展增加时，高凸起转换带可能发展为低凸起转换带。转换带的形成是由于变形地壳物质组成的不均一笥或区域张应力场的不均一性，而使伸展断层呈侧列或雁列式发生。松辽地发育种类型转换带，而以同向型高凸起低凸起转换带最为发育，推测高凸起转换带是盆岭式裂谷系的典型转换带。转换带是油气有利聚集区。     

Sunlight Degradation of Aquatic Humic Substances Abbau von Huminstoffen unter dem Einfluß von Sonnenlicht

Coloured bog water and an aqueous solution of fulvic acid were exposed to natural sunlight. Up to 67% reduction in colour and 32% reduction in DOC concentration were measured after 12 days exposure. Colour bleaching and reduction in ultraviolet light absorbance were independent of added preservatives. The high molecular weight fraction of dissolved organic matter was most reduced in concentration while substances with low molecular weight increased. The reduction in absorbance (λ = 254 nm) per DOC was most significant for substances with high molecular weight. The final concentration of DOC was highest in samples where microbial activity was suppressed.     

Application of AMD to the Determination of Cropprotection Agents in Drinking Water. Part III: Solid Phase Extraction and Affecting Factors Anwendung der AMD-Technik zur Bestimmung von Pflanzenbehandlungsmittel-Wirkstoffen im Trinkwasser. Teil III: Festphasenextraktion und ihre Einflußfaktoren

The more sensitive an analysis method the more care must be given to sample preparation. Solid phase extraction (SPE) onto RP 18 phases has established itself as a general purification and enrichment technique for trace components in aqueous samples. Various factors may thereby influence the recovery rate. For example, the ratio amount of sorbent and sample volume should be taken into account to avoid breakthrough of the investigated substance. Extracting phenylurea herbicides from drinking water, the ratio should be 1 g RP 18 sorbent per 1 L water sample. Concerning the flow rate for the fungicides procymidone, vinclozolin, and iprodione, the recovery rate decreases using higher flow rates than 3 or 6 mL/min. In the case of phenylurea herbicides, a flow rate of 10 or 14 mL/min showed best results. Even the coefficient of variation is below ± 5% at these flow rates. Furthermore, the company dependence should be considered because the recovery rate might differ by up to 40% using the nominally identical material. The same applies to the batch dependence of quality from the same company. The concentration of the eluate must also be monitored and carried out with great care to avoid decreasing the recovery rate. Considering these factors of influence, SPE is a very useful tool in sample preparation, particularly if an automated system is used.     

Gravel transport and morphological change in braided sunwapta river,Alberta, Canada

The relation between morphological change and patterns of variation in bedload transport rate in braided streams was observed by repeated, daily topographic surveys over a 25 day study period in a 60 m reach of the proglacial Sunwapta River, Alberta, Canada. There are two major periods of morphological change, each lasting several days and each involving the complete destruction and reconstruction of bar complexes. Bar complex destruction was caused by redirection of the flow and by downstream extension of the confluence scour zone upstream. Reconstruction involved accretion of unit bars on bar head, flank and tail and in one case was initiated by disection of a large, lobate unit bar. High rates of sediment movement, measured from net scour and fill of the cross-sections, coincided with these morphological changes. Sediment was supplied from both bed and bank erosion, and patterns and distances of transfer were highly variable. Rates of transport estimated by matching upstream erosional volumes with downstream deposition were much greater than those estimated from either a step-length approach or a sediment budget. Measurements of scour and fill and observations of morphological change indicate that step lengths (virtual transport distances) were typically 40–100m during a diurnal discharge cycle. Shorter step lengths occurred when transfer was confined to a single anabranch and longer steps involved channel changes at the scale of the entire reach. Sediment budgeting was used to describe the spatial patterns of sediment transport associated with the morphological changes and to estimate minimum daily reach-averaged transport rates. Mean bedload transport rates correlate with discharge, but with considerable scatter. The largest deviations from the mean relation can be tied to phases of channel incision, bank erosion, scour hole migration, bar deposition and channel filling apparently controlled by changes and fluctuations in sediment supply from upstream, independent of discharge. These are interpreted as field evidence of ‘autopulses’ or ‘macropulses’ in bedload transport, previously observed only in laboratory models of braided streams.     

论水土保持与金沙江农业综合开发：以云南省为例

金沙江流域光、热、土地等自然资源丰富，已经引起各方面的关注，正在进行农业综合开发。由于特殊的地质构造和特定的自然地理环境，其开发必须搞好水土保持。水土保持是金沙江农业综合开发的基础和环境保护的重要内容，水土保持型生态农业是金沙江农业综合开发的道路。     

南水北调中线工程交叉建筑物水毁风险分析

南水北调中线工程输水总干渠上需建数以百计的河渠交叉建筑物。总干渠经过地区为暴雨多发区，只要其中任一座遭遇特大洪水而失事，干渠供水将会受到影响。对这些交叉建筑物进行水毁风险分析，是此项工程规划、设计和运行管理的供输水风险评价和可靠度分析必不可少的组成部分。主要从水文风险要素的辨识入手，采用概率组合法，建立了整个总干渠洪水水毁风险计算的框架，并提出了二维复合事件的风险计算模型。所建模型巧妙地解决了各交     

1983 年梅雨期前后亚洲季风区水汽输送的分析

分析了1983年江淮流域入梅前、梅雨期以及出梅后垂直积分的水汽输送和水汽通量散度分布,计算了南海和中国东部地区的水汽收支。结果指出:江淮流域入梅前,华南地区降水的水汽主要来自印度西南季风和东南季风气流;梅雨期降水的水汽主要来自印度西南季风气流;出梅后华北雨季则主要受中低纬水汽输送气流汇合的影响。分析表明,江淮流域梅雨期是印度西南季风气流加强并东进北上,西太平洋高压东撤所造成的;而梅雨结束则是由于西南季风气流减弱西退和西太平洋高压西进北上所造成的;此外,还讨论了水汽输送、水汽通量辐合与云量及我国东部降水的关系。