Effect of density-driven flow on the through-diffusion experiment

Diffusion is one of the main mechanisms of solute transport in pore water of geologic media. The effective diffusion coefficient of a solute in a rock is usually measured by the through-diffusion experiment. However, in this experiment, the effect of advection, induced by density difference between dense aqueous solution and pure water, has not been considered. To evaluate the effect of density-driven flow, a through-diffusion experiment using Fontainebleau sandstone was conducted for KCl and KI aqueous solutions with various densities. The measured effective diffusion coefficients were positively correlated with the density difference; the effective diffusion coefficient of a 1 M KI solution (density difference, 0.119 g/cm³) was one order of magnitude larger than that of a 0.1 M KCl solution (density difference, 0.005 g/cm³). The result is explained by a theoretical model using a diffusion–advection equation including Darcy's law. Based on the theory, a diagram to evaluate the condition at which the measured effective diffusion coefficient does not include the effect of advection is presented.     

有机物辛醇／水分配系数的计算方法：分子碎片常数法

辛醇／水分配系数是表征有机污染物环境行为的重要参数之一，本文应用于碎片常数计算了１３０余个有机化合物的辛醇／水分配系数对数值，通过计算值与实测值的比较发现，两者之间表现出相当好的一致性，其平均绝对误差为０．１３５，此外，还探讨了该方法应用于不同类型有机污染物时需要注意的问题。     

Water quality evaluation based on improved fuzzy matter-element method

For natural water, method of water quality evaluation based on improved fuzzy matter-element evaluation method is presented. Two important parts are improved, the weights determining and fuzzy membership functions. The coefficient of variation of each indicator is used to determine the weight instead of traditional calculating superscales method. On the other hand, fuzzy matter-elements are constructed, and normal membership degrees are used instead of traditional trapezoidal ones. The composite fuzzy matter-elements with associated coefficient are constructed through associated transformation. The levels of natural water quality are determined according to the principle of maximum correlation. The improved fuzzy matter-element evaluation method is applied to evaluate water quality of the Luokou mainstream estuary at the first ten weeks in 2011 with the coefficient of variation method determining the weights. Water quality of Luokou mainstream estuary is dropping from level I to level II. The results of the improved evaluation method are basically the same as the official water quality. The variation coefficient method can reduce the workload, and overcome the adverse effects from abnormal values, compared with the traditional calculating superscales method. The results of improved fuzzy matter-element evaluation method are more credible than the ones of the traditional evaluation method. The improved evaluation method can use information of monitoring data more scientifically and comprehensively, and broaden a new evaluation method for water quality assessment.     

博斯腾湖夏季水下光场特征分析及影响因素探讨

2011年8月,在新疆博斯腾湖17个站点进行水样采集,同步对11个站点进行水下光场原位测定.结果发现,博斯腾湖夏季总颗粒物吸收系数光谱表现出明显的浮游植物吸收特征,而浮游植物光谱曲线有明显的硅藻吸收光谱特征.在光合有效辐射波段,有色可溶性有机物（CDOM）吸收系数与浮游植物吸收系数对总吸收的贡献相当,而非色素颗粒物对总吸收的贡献最低.水下光谱衰减系数的最小值出现在580nm左右的绿光波段,PAR漫射衰减系数平均值为0.53m-1,平均真光层深度约为9.69m,大于湖水平均深度.在博斯腾湖虽然纯水和CDOM在总吸收中占有很重要的部分,但主导漫射衰减的因子仍为颗粒物.通过本文研究,以期能为干旱地区湖泊环境保护和水质遥感监测提供数据和理论基础.     

“固化赤泥-人工膜”复合防渗材料研究

赤泥本身具有良好的防渗性能,加入石灰作为激发剂,更可提高其防渗性。根据《土工合成材料测试手册》和GB/T 50123—1999《土工试验方法标准》进行渗透试验,结果表明:室内试验在赤泥中加入8%石灰,并夹一层人工防渗膜形成的复合防渗材料,在固化28 d后,其渗透系数可达(7.3～7.4)×10-9 cm/s。在工业试验中,夹入不同厚度和质地的人工防渗膜的石灰(8%)固化赤泥,渗透系数可达到6.32×10-9～1.89×10-7 cm/s。研究成果在中原某铝厂赤泥堆场防渗工程中得到了应用。     

北京地区大气消光特征及参数化研究

为了研究大气消光系数的特征及规律,从2013~2014年在北京地区对大气能见度、气溶胶质量浓度、气溶胶散射系数、黑碳质量浓度、反应性气体以及气象要素开展了系统加强观测,并对已发表的气溶胶光散射吸湿增长因子[f(RH)]拟合方案进行了对比,系统分析了大气消光特征和影响大气消光能力的关键因子,最终建立了大气消光系数参数化模型,探讨不同季节、不同污染条件下参数化方案的特征.结果表明,气溶胶散射作用占环境总消光作用的94%以上,在夏秋季,相对湿度可以使气溶胶的散射能力提升70%~80%.包含气溶胶质量浓度和相对湿度两个因子的参数化模型,可以较好地体现出气溶胶和相对湿度对大气消光系数的影响机制,以及消光能力的季节差异.     

能见度与PM2.5浓度关系及其分布特征

利用相对湿度、能见度和PM_(2.5)质量浓度观测数据,针对不同相对湿度下,建立了消光系数与PM_(2.5)质量浓度之间线性关系,并分析了相关关系的全国分布特征.结果表明,我国中东部大部分地区在一定相对湿度区间内均可建立线性相关关系,而且相关性较好,相对湿度40%～90%区间内的平均相关系数高于0. 75,其中北京相关系数高达0. 9.北京、长三角和四川等地的PM_(2.5)单位质量消光效率在同等相对湿度下明显大于其他地区.不同地区湿度对能见度影响程度不同,北京等地在相对湿度大于90%时相对湿度对能见度作用大于PM_(2.5),而广州在相对湿度大于80%时相对湿度的作用明显增强.利用能见度反算北京地区PM_(2.5)浓度可知,1980～1996年,PM_(2.5)浓度年际变化不大,受采暖方式影响冬季PM_(2.5)浓度显著较高; 1997～2009年呈现缓慢下降趋势; 2010～2012年呈现上升趋势. 1980年以来,全国的PM_(2.5)浓度整体呈上升的趋势,尤其是华北地区,PM_(2.5)浓度始终高于全国其他地区.     

成都市冬季大气消光系数及其组成的特征研究

由于气溶胶吸湿增长的复杂性和不确定性,大气消光的演化机理至今尚不十分清晰.为此,利用成都市2017年12月浊度仪和黑碳仪的逐时观测资料,结合同时次的环境气象监测数据,系统研究了该区域冬季对应550 nm大气消光系数及其组成的特征.结果表明:①观测期间大气消光系数为(1173.42±641.21) Mm~(-1),其中"干"气溶胶散射系数、"干"气溶胶吸收系数、干洁大气散射系数、气态污染物吸收系数和气溶胶吸湿性消光系数对其平均贡献率分别是53.02%、6.54%、1.50%、1.65%和37.29%.②大气消光系数、"干"气溶胶散射系数和气溶胶吸湿性消光系数的日变化为"单峰单谷型",而"干"气溶胶吸收系数和气态污染物吸收系数的日变化则分别表现为"单谷型"和"双峰双谷型".③明确了单位质量大气消光系数及其组成随相对湿度的变化特征,并就其各自成因进行了分析.     

Application of interface material and effects of oxygen gradient on the performance of single-chamber sediment microbial fuel cells (SSMFCs)

Single-chamber sediment microbial fuel cells(SSMFCs) have received considerable attention nowadays because of their unique dual-functionality of power generation and enhancement of wastewater treatment performance. Thus, scaling up or upgrading SSMFCs for enhanced and efficient performance is a highly crucial task. Therefore, in order to achieve this goal, an innovative physical technique of using interface layers with four different pore sizes embedded in the middle of SSMFCs was utilized in this study.Experimental results showed that the performance of SSMFCs employing an interface layer was improved regardless of the pore size of the interface material, compared to those without such layers. The use of an interface layer resulted in a positive and significant effect on the performance of SSMFCs because of the effective prevention of oxygen diffusion from the cathode to the anode. Nevertheless, when a smaller pore size interface was utilized, better power performance and COD degradation were observed. A maximum power density of 0.032 mW/m~2 and COD degradation of 47.3% were obtained in the case of an interface pore size of 0.28 μm. The findings in this study are of significance to promote the future practical application of SSMFCs in wastewater treatment plants.