基于“四元主体模型”的矿产资源开发生态补偿主体研究

生态补偿是矿产资源开发中迫切需要研究解决的问题,其关键是解决补偿主体缺位和研究补偿主体之间的相互关系.利用“四元主体模型”对我国矿产资源开发的生态补偿主体进行了研究.四元生态补偿主体是指矿产资源开发企业、矿产输入区、各级政府和民间环境保护组织.将矿产资源开发分为三个阶段进行研究,第一阶段是以政府为主导的开发前预防性补偿阶段,第二阶段是以企业为主导的开发中即时性补偿阶段,第三阶段是开采后的修复性补偿阶段.具体分析了矿产资源开发三个阶段的四元补偿主体变化过程及其主导补偿主体和辅助补偿主体的关系.     

Monoclonal antibody produced by heterologous indirect enzyme-linked immunosorbent assay and its application for parathion residue determination in agricultural and environmental samples

A heterologous indirect enzyme-linked immunosorbent assay (ELISA) was developed, which was based on monoclonal antibody (Mab) to determine parathion residue in agricultural and environmental samples. Eight Mabs were produced by introducing the heterologous indirect ELISA into the screening procedure. It was shown that these Mabs had more broad-reactivity with twenty competitors than that of 5H7 (Mab produced by homologous screening). So it became much easier using these new Mabs to develop heterologous immunoassays. In addition, all the developed heterologous ELISAs could be used to determine parathion residue in semiquantitative or quantitative level, and their detection limitation (LOD) was around 2 ng/mL. Compared with the previous heterologous ELISA (hapten 11/5H7) with IC₅₀ of 13.3 ng/mL, a better heterologous ELISA (hapten 11/1E1) was obtained with IC₅₀ of 3.8 ng/mL, which improved the sensitivity 3.5 times. Finally, the latter was applied to parathion residue determination in spiked agricultural and environmental samples without extraction or cleanup. The average recoveries of parathion added to water, soil, cucumber, Chinese cabbage and carrot were between 80.4 % and 111.8 %. The LOD for water and soil samples was 5 ng/mL, and the LOD for cucumber, rice and corn samples was 10 ng/mL.     

大吨位预应力锚具组装件锚固性能足尺试验

广州西塔节点层系采用大直径体外预应力拉索直接对钢管柱施加楼层平面内方向的体外预应力.选取3根φ7×199的预应力锚具组装件进行了50次周期荷载试验及静载锚同性能足尺试验.采用两台YC-1350型液压千斤顶同步顶推箱梁对预应力试验索进行张拉,测定拉索的周期载荷性能、静载锚同性能、拉伸弹性模量以及极限拉力时的总应变和锚杯与锚板间相对位移,考核锚具拉伸时锚固情况、拉伸过程及卸载后锚具的变形情况.结果表明,经过50次循环加载后试验索均无断丝,破断荷载超过12151kN,其他各项指标也均符合要求,因而能保证广州西塔体外预应力设计的安全性.     

如何保证热水锅炉的安全运行

针对热水锅炉的特点,阐述了如何保证热水锅炉的安全运行.     

张家口地区生态可持续性评价研究

张家口市生态环境比较脆弱。经济上属于河北省落后地区，且近邻首都北京，因此它的发展不断引起人们的关注。本文选用了由加拿大生态学家Rees和Wackenagel等提出的生态足迹模型，对张家口地区进行可持续发展的定量测算。结果表明：张家口市自1990年到2000年一直处于不可持续状态，且人均生态赤字呈逐年增大的趋势。针对这种情况，本文提出全面发展精细农业、促进工业升级以及以“人”为本的区域发展对策。     

湖北野生食果资源特点及其开发途径

野生食果为营养丰富的食用资源植物。在深入调查的基础上，分析了湖北野生食果资源的特点，提出了野生食果资源开发的对策以及产品深加工的途径，为野生食果资源的开发利用打下了坚实的基础。     

Dissolved organic sulfur in streams draining forested catchments in southern China

Dissolved organic sulfur (DOS) is an important fraction for sulfur mobilization in ecosystem. In this work stream waters were sampled in 25 forested sites in southern China to study the dissolved sulfur fractions. Dissolved sulfur was fractionated into dissolved organic sulfur (DOS) and inorganic sulfate (SO₄^2-) for 95 stream water samples. The results showed that the concentration of DOS ranged from 0 to 13.1 mg/L (average 1.3 mg/L) in all the streams. High concentrations of DOS in stream waters were found in the sites with high concentrations of sulfate. DOS constituted less than 60.1% of dissolved sulfur (average 17.9%). Statistical analysis showed that DOS concentration was correlated with SO₄^2- in streams waters and total sulfur in surface layer soils. The results also showed that DOS concentration in stream waters had a seasonal variation, but no trends were found with it. The implication was that the long term sulfur deposition had led the increase of the concentration and fraction of DOS in stream waters in acid rain prevailing regions     

pH-dependent leaching behaviour and other performance properties of cement-treated mixed contaminated soil

Portland cement has been widely used for stabilisation/solidification (S/S) treatment of contaminated soils. However, there is a dearth of literature on pH-dependent leaching of contaminants from cement-treated soils. This study investigates the leachability of Cu, Pb, Ni, Zn and total petroleum hydrocarbons (TPH) from a mixed contaminated soil. A sandy soil was spiked with 3000 mg/kg each of Cd, Cu, Pb, Ni and Zn, and 10,000 mg/kg of diesel, and treated with ordinary Portland cement (CEM I). Four different binder dosages, 5%, 10%, 15% and 20% (m/m) and different water contents ranging from 13%-19% dry weight were used in order to find a safe operating envelope for the treatment process. The pH-dependent leaching behaviour of the treated soil was monitored over an 84-day period using a 3-point acid neutralisation capacity (ANC) test. The monolithic leaching test was also conducted. Geotechnical properties such as unconfined compressive strength (UCS), hydraulic conductivity and porosity were assessed over time. The treated soils recorded lower leachate concentrations of Ni and Zn compared to the untreated soil at the same pH depending on binder dosage. The binder had problems with Pb stabilisation and TPH leachability was independent of pH and binder dosage. The hydraulic conductivity of the mixes was generally of the order, 10^-8 m/sec, while the porosity ranged from 26%-44%. The results of selected performance properties are compared with regulatory limits and the range of operating variables that lead to acceptable performance described.