西藏昌都地区土地利用结构熵值时序分析

研究土地利用结构的变化反映了区域发展和人类活动的强度,是研究区域发展结构的核心内容之一。区域土地利用结构的变化是区域土地利用演变的直接体现,信息熵可以作为土地利用结构有序性的一种度量。借助信息熵理论对藏东地区1992~2004年土地利用结构熵进行了计算与分析,分析结果表明：研究区土地利用结构熵2004年较1992年有所增加,但是增长幅度较小,与全国和西部地区土地利用信息熵水平相比,藏东地区土地利用系统结构熵值较低,有序度较高。土地利用结构变化和地方政策因素是导致昌都地区土地利用结构熵值变化的直接动因,经济发展、人口增长等对土地系统熵值的时序变化也存在影响。信息熵理论反映某区域系统宏观尺度上的土地利用结构特征,对区域土地利用结构的调整有一定的指导和借鉴意义。该理论在区域土地利用结构分析中的应用研究有待进一步深入。     

可持续发展中的代际关系研究

人类社会的发展是一个世代发展的过程。因此．代际公平是可持续发展的根本所在。根据“代际”一词有不同的理解。“公平”在不同的社会有不同的含义,尤其是对代际公平的含义、原则进行了探讨。代际公平实现的策略是：基于压力-状态-反应的人力资源可持续开发;基于艾奇沃斯方框图分析的自然资源可持续利用;鉴于客观上当代具有优先权,代际之间在环境污染上则采用非合作博弈。     

制度变迁框架下的耕地生态环境变化研究

从制度安排的角度考察耕地生态环境．通过设计关于农业发展和耕地生态环境的相关指标,从理论和实证角度分析我国建国以来历次制度变迁对农民行为和耕地生态环境的影响。认为土地制度和其他制度决定农民对“用地”和“养地”行为的选择。分析结果表明,不同的制度安排对我国耕地的数量和质量变化呈现出不同效应,地权的稳定性和其他制度会影响农民的用地行为．从而影响耕地生态环境。所以．保护耕地既要严格控制农用地转为建设用地的总量。又要设计适宜的农地产权制度和其他制度以促进农民主动养护耕地。     

青岛大气气溶胶中氨基化合物的分布特征

氨基化合物是大气气溶胶和雨水中常被检出的一类有机氮化合物,由于其可作为生物生长直接的氮源,因此可能对海洋生态系统产生直接作用.利用2008年1～12月在青岛采集的66个总悬浮颗粒物样品,采用邻苯二甲醛/N-乙酰-L-半胱氨酸柱前衍生高效液相色谱法,分析了其中溶解态(DAC)和颗粒态氨基化合物(PAC)的浓度.气溶胶中DAC浓度为2.4～40.9nmol·m-3,在春季最高,夏季次之,秋季、冬季最低.PAC浓度为0.7～76.1nmol·m-3,呈现春季冬季秋季夏季的变化趋势.不同季节氨基化合物的组成不同.依据气团的后向轨迹,气溶胶样品可分为受北方陆源、南方陆源和海洋源影响,DAC和PAC在受南方陆源影响的气溶胶中浓度最高,北方陆源次之,海洋源气溶胶中最低.不同来源的气溶胶中氨基化合物的组成不同,蛋白质类氨基化合物对总氨基化合物的贡献在海洋源气溶胶中最高,在南方源气溶胶中最低.     

生物活性炭去除水中挥发性苯系物的基础研究

采用连续流生物活性炭(BAC)工艺处理水中挥发性苯系物(BTEX,包括苯、甲苯、乙苯、二甲苯),评价进水负荷、活性炭炭型等因素对于BAC处理性能的影响.研究表明,在40d的处理时间内,除苯之外,其余BTEX的BAC出水中均未检出苯系物(进水为6mg/L).为了检验BAC在高BTEX负荷情况时的处理效果,将进水浓度设定为19~32mg/L左右,在EBCT为1.2min条件下同样只有苯的出水浓度上升至10mg/L(C/Cin为0.45),然后略有下降,最终保持在5~10mg/L(C/Cin为0.3以下),其余苯系物出水浓度均一直保持小于5mg/L.这表明BAC可以有效地处理高负荷BTEX(8.68~12.9kgTOC/(m3·d))的进水.生物活性炭对于活性炭吸附容量的恢复有比较明显的作用,煤质炭和椰壳炭的生物再生效率分别为53.6%和26.6%,煤质炭再生效率高的原因可能是其具备更多的大型中孔和大孔.     

基于我国规范与PIARC标准的公路隧道需风量分析

以某长大高速公路隧道为例,结合我国隧道通风设计规范JTJ026.1-1999与PIARC2007标准(世界道路协会),针对不同行车速度,不同车辆更新情况、不同排放标准组合形式以及是否考虑NOx等情况,对各个不同工况的需风量分别进行计算,并从需风量计算方法、机动车排放量和污染物设计浓度三个方面对隧道需风量差异进行分析。研究结果表明:我国设计规范与PIARC2007存在较大差距,为了适应当前及今后我国交通量及机动车排放特点的发展趋势,我国现行规范应在机动车排放量、污染物设计浓度限值等方面做出必要改进以达到合理确定隧道需风量的目的。     

电渗析法再生CO_2电还原电解液的研究

探索了电渗析法再生CO2电还原电解液的可行性。以HCOOK溶液作为CO2电还原反应后的模拟液,采用单室电渗析装置对其进行再生,考察了电流、时间、温度等操作条件对电流效率和再生率的影响,研究结果表明:在常温条件下,操作电流低于极限电流时,采用电渗析法再生CO2电还原电解液具有高的电流效率和再生率。     

Evaluation of adsorption capacities of humic acids extracted from Algerian soil on polyaniline for application to remove pollutants such as Cd(Ⅱ), Zn(Ⅱ) and Ni(Ⅱ) and characterization with cavity microelectrode

The adsorption capacities of new humic acids isolated from Yakouren forest (YHA) and Sahara (Tamenrasset: THA) soils (Algeria) and commercial humic acid (PFHA) on polyaniline emeraldine base (PEB) were studied at pH 6.6. Also the adsorption of heavy metals such as Cd2+, Zn2+ and Ni2+ on humic acid-polyaniline systems (HA-PEB) was investigated at the same conditions. HA-PEB compounds were characterized by scanning electron microscopy (SEM), infrared spectrometry and cavity microelectrode. In addition, batch adsorption and cavity microelectrode were used in the adsorption study of Cd2+, Zn2+ and Ni2+ on HA-PEB. To develop biocaptors of polluting metals using a cavity microelectrode modified by HA-PEB systems, the adsorption kinetic and adsorption capacity were investigated. The SEM analysis showed that the presence of humic acid affected the PEB surface and caused the formation of a granular morphology. The maximum adsorption capacities (qmax) of PFHA, THA and YHA determined by adsorption isotherms were 91.31, 132.1 and 151.0 mg/g, respectively. Batch adsorption results showed that qmax of Cd2+, Zn2+ and Ni2+ on HA-PEB followed the order: THA-PEB > YHA-PEB > PFHA-PEB. The voltammograms obtained with HA-PEB modified cavity microelectrode showed the appearance of new redox couples reflecting the adsorption of HA on PEB. Metal-humic acid-polyaniline voltammograms were characterized by appearance of oxidation-reduction couples or reduction wave corresponding to metal. Finally, the result may be exploited to develop a biocaptor based on the cavity microelectrode amended by THA-PEB and YHA-PEB.     

Modification of Ce02-ZrO2 catalyst by potassium for NOx-assisted soot oxidation

Potassium-modified ceria-zirconia catalyst was synthesized by wetness impregnation method. The ageing treatment was performed in static air at 800℃ for 20 hr to evaluate the thermal stability of the catalyst. The catalysts were characterized by X-ray diffraction,BET surface area, oxygen storage capacity, NOx-temperature programmed desorption and soot-temperature programmed oxidation measurements. By introduction of potassium, the maximum soot oxidation rate temperature (Tm) of the ceria-zirconia based catalyst decreased from 525 to 428℃ in the presence of NO under a loose contact mode. The shift of Tm of the K-modified catalyst after ageing is only 15℃. The enhanced activity of the aged catalyst mainly lies in the promotional effect of potassium on the NOx/oxygen storage cacity as well as the soot-catalyst contact.     

Groundwater contamination and natural attenuation capacity at a petroleum spilled facility in Korea

As a remedial option, the natural attenuation capacity of a petroleum contaminated groundwater at a military facility was examined. Hydrogeological conditions, such as high water level, permeable uppermost layer and frequent heavy rainfall, were favorable to natural attenuation at this site. The changes in the concentrations of electron acceptors and donors, as well as the relevant hydrochemical conditions, indicated the occurrence of aerobic respiration, denitrification, iron reduction, manganese reduction and sulfate reduction. The calculated BTEX expressed biodegradation capacity ranged between 20.52 and 33.67 mg/L, which appeared effective for the reduction of the contaminants levels. The contribution of each electron accepting process to the total biodegradation was in the order: denitrification > iron reduction > sulfate reduction > aerobic respiration > manganese reduction. The BTEX and benzene point attenuation rates were 0.0058-0.0064 and 0.0005-0.0032 day^-1, respectively, and the remediation time was 0.7-1.2 and 2.5-30 years, respectively. The BTEX and benzene bulk attenuation rates were 8.69 × 10^-4 and 1.05 × 10^-3 day^-1, respectively, and the remediation times for BTEX and benzene were 7.2 and 17.5 years, respectively. However, most of the natural attenuation occurring in this site can be attributed to dilution and dispersion. Consequently, the biodegradation and natural attenuation capacities were good enough to lower the contaminants levels, but their rates appeared to be insufficient to reach the remediation goal within a reasonable time frame. Therefore, some active remedial measures would be required.