磷石膏转化法制硫酸钾第一阶段反应过程工艺条件研究

采用正交实验，对磷石膏二步转化法生产硫酸钾第一阶段反应过程进行了研究，并通过方差分析及显著性检验，确定了过程的适宜工艺条件。     

浅谈遥感地球化学

从地球化学和遥感的发展过程角度出发，阐述了遥感地球化学产生、发展的过程及其应用范围，指出遥感地球化学的产生是遥感和地球化学两门学科各自发展的需要，它们的结合必将会促进这两门学科的进一步发展，同时也提出了需进一步加强研究与探讨的领域。     

九江-瑞昌5．7级地震现场房屋安全性鉴定工作的探讨

九江-瑞昌地震虽然震级较小，但震源深度浅，加之本地为历史少震地区，设防水准低，量大面广的非标准砖混和砖木房屋破坏较严重，造成13人死亡和多达20亿的直接经济损失。这充分暴露出我国少震地区城市防御力不足的弊端，经济发展的同时更应注意地震灾害风险的规避。本文介绍了本次地震现场应急工作情况，例举了地震区内不同结构类型房屋在这次地震中的表现和震害特点，并根据本次地震现场房屋安全性鉴定工作的实践和多次地震现场应急工作的经验，对本次地震现场应急工作进行总结。     

O(1D)与CF3Cl的反应研究

研究CF3Cl-O3体系在253.7nm紫外光照射下所引发的O(1D)与CF3Cl的反应.O(1D)与CF3Cl的反应最终产物为CF2O、F2、Cl2,并讨论了O(1D)与CF3Cl的反应机理.研究表明,在本实验条件的253.7nm紫外光作用下,CF3Cl自身不发生解离,同时O(3p)不与CF3Cl发生反应.此外外加气体(氮气、氧气)对O(1D)与CF3Cl的反应有较强的淬灭作用.     

安丘-莒县断裂莒县盆地段晚第四纪以来的活动特征

野外调查研究结果表明,安丘-莒县断裂莒县盆地段是一条晚第四纪以来强烈活动的断层.根据断层走向、活动时代及活动性质的变化,可分为两段.董家坡-武家曲坊段和武家曲坊-太湖段,总长度约30km.从滑动速率的分布来看,董家坡-武家曲坊段全新世早期右旋水平滑动速率为1.83mm/a,垂直滑动速率大约为0.37mm/a;全新世晚期右旋水平滑动速率为0.86mm/a,垂直滑动速率大约为0.17mm/a.武家曲坊-太湖段晚更新世早期断裂右旋水平滑动速率为2.78mm/a,垂直滑动速率为0.65mm/a.全新世晚期右旋水平滑动速率为1.37mm/a.垂直滑动速率为0.18mm/a.上述资料表明,安丘～莒县断裂带盆地段的断裂活动无论是时间上还是空间上都有差异,晚更新世以来断裂的活动性有减弱的趋势,全新世时期断裂的活动北段比南段强.     

Decomposition of CFC and Halon waste gases in normal-pressure plasma reactors

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A retrospective survey on the effect of Kaschin-Beck disease prophylaxis by a change of water sources

In order to provide further references for studing on the causes of Kaschin-Beck discase (KBD) and measuring for its prevention and treatment from a macroscopic view, we analyzed the natural growth and declineof KBD and the effects of selenium and humic acid on its occurrence from an epidemiologic angle. In this article through a retrospective survey on the spots of disease areas by comparison between a change in water sources and that without. It was proved that a change in water sources was an effective measure for the prevention of KBD occurrence, and the pathogenic factor of KBD was one (or several kinds) of organic compounds or active radicals related to water.     

Reaciton mechanism of 3—chloroiphenol with OH,H in aqueous solution

The reaction mechanism of 3-chlorophenol with OH, H in aqueous solution was studied by transient technology.The 3-chlorophenol aqueous solutions have been saturated with air or N2 previously.Under alkaline condition,the reaction of OH radical with 3-chlorophenol produces 3-chlorinated phenoxyl radical ,with the absorption peaks at 400 nm and 417nm.Under neutral condition,the reaction of OH radical with 3-chlorophenol produces OH-adduct with the maximal absorption at about 340 nm.And in acid solution,the reaction of H with 3-chlorophenol produces H-adduct with the maximal absorption at about 320nm.3-chlorophenol is compared with 4-and 2-chlorophenols from the free radical pathways.The results show that the positions of chlorine on the aromatic ring strongly influence the dehalogenation and degradation process.     

Study on the cementitiousness of asbestos tailings

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Linking on-farm dairy management practices to storm-flow fecal coliform loading for California coastal watersheds

How and where to improve water quality within an agricultural watershed requires data at a spatial scale that corresponds with individual management decision units on an agricultural operation. This is particularly true in the context of water quality regulations, such as Total Maximum Daily Loads (TMDLs), that identify agriculture as one source of non-point source pollution through larger tributary watershed scale and above and below water quality investigations. We have conducted a systems approach study of 10 coastal dairies and ranches to document fecal coliform concentration and loading to surface waters at the management decision unit scale. Water quality samples were collected on a storm event basis from loading units that included: manure management systems; gutters; storm drains; pastures; and corrals and lots. In addition, in-stream samples were collected above and below the dairy facilities and from a control watershed, managed for light grazing and without a dairy facility or human residence and corresponding septic system. Samples were analyzed for fecal coliform concentration by membrane filtration. Instantaneous discharge was measured for each collected sample. Storm runoff was also calculated using the curve number method (SCS, 1985). Results for a representative dairy as well as the entire 10 dairy data set are presented. Fecal coliform concentrations demonstrate high variability both within and between loading units. Fecal coliform concentrations for pastures range from 206 to 2,288,888 cfu/100 ml and for lots from 1,933 to 166,105,000 cfu/100 ml. Mean concentrations for pastures and lots are 121,298 (SE=62,222) and 3,155,584 (SE=1,902,713) cfu/100 ml, respectively. Fecal coliform load from units of concentrated animals and manure are significantly more than units such as pastures while storm flow amounts were significantly less. Compared with results from earlier tributary scale studies in the watershed, this systems approach has generatedwater quality data that is beneficial for management decisions because of its scale and representation of current management activities. These results are facilitating on-farm changes through the cooperative efforts of dairy managers, regulatory agency staff, and sources of technical and financial assistance.