污染地下水零价铁原位反应带修复技术:理论·应用·展望

ZVI-IRZ(零价铁原位反应带)是一种新兴的地下水原位修复技术,具有工程造价低、施工简单、环境扰动小、修复效果好等优势, 而ZVI(零价铁)自身理化性质、场地的水文地球化学特征以及场地的污染状况等是影响修复效果的主要因素. 当前的研究内容主要包括IRZ(原位反应带)中ZVI的反应活性、稳定性、迁移性、生物毒性以及注入方式等方面. 在修复工程中存在的问题主要体现在:①ZVIs(细粒径零价铁)在含水介质中的迁移性较差,并且多采用Fe2+、pH等间接指标考察含水层中ZVIs的分布情况;②ZVIs表面钝化而诱发介质反应活性下降;③ZVIs的潜在生物环境效应尚不明确. 因此,需要加强对ZVIs表面改性手段、作用机制、老化特性、使用寿命、解钝化及钝化抑制技术等方面的理论与应用研究,还应关注ZVIs在环境中的归趋、转化机制和暴露路径,建立生态系统尺度上的评估体系; 同时,在实际应用中,需要在系统评估污染场地水文地质条件的基础上,加强对注入含水层中ZVIs及其反应产物的原位监测技术研发和监测体系完善.      

铁/镍/炭三元内电解法降解活性艳红X-3B的研究

在传统铁炭二元内电解的基础上,研究了不同条件下投加第三种接触材料镍构成的铁/镍/炭三元内电解体系对活性艳红X-3B染料废水的处理速率和降解效果的影响。实验表明,在ZVI、镍粉和活性炭的质量比为1∶1∶1,X-3B染料废水初始浓度50 mg/L,初始p H值为4,温度20℃的恒温搅拌条件下,三元内电解体系对废水的降解效果要优于二元内电解体系。     

UV降解水溶液中吲哚美辛的动力学研究

以中压汞灯为光源,研究水环境中吲哚美辛(IDM)的紫外光降解机制.实验结果表明,IDM的光解反应符合准一级动力学规律,其降解速率常数随自身浓度的增大而减小,当IDM浓度由1 mg·L~(-1)增至12 mg·L~(-1)时,其速率常数由0.0148 min~(-1)减至0.00412 min~(-1).通过模型研究IDM的紫外光解机制时发现,其降解包括直接光解和自敏化光解,直接光解常数为0.0151 min~(-1).研究环境因子对IDM光解的影响时发现,碱性环境有利于IDM的降解,而溶解氧抑制IDM的光解,腐殖酸通过光掩蔽和自由基猝灭两个作用抑制IDM的光解,硝酸根通过接受光量子产生·OH促进IDM的降解,并通过竞争反应实验测得·OH稳态浓度为2.10×10~(-1)4mol·L~(-1),IDM与·OH的二级反应速率常数为9.86×109L·mol~(-1)·s~(-1).     

Development of activated carbon from Nerium oleander flower and their rapid adsorption of direct and reactive dyes

The present study investigates the thermally activated carbon derived from Nerium oleander flower which was used an adsorbent. Physicochemical properties of Nerium oleander flower carbon (NOFC) were characterized by scanning electron microscopy, X-ray diffraction, and Fourier transform infrared for the removal of DTB (Direct Turquoise Blue) and RR-HE7B (Reactive red–HE7B) dyes from aqueous solution. Adsorption studies were carried out with different pH, adsorbent dose, contact time, and initial concentration dye solution. Optimum conditions for maximum removal of DTB and RR-HE7B was achieved to be pH 2 for both dyes, adsorbent dose of 100 mg and equilibrium time of 35 and 60 min, respectively, for NOFC. The maximum adsorption capacity of NOFC was found to be 33.33 and 19.60 mg g^?1, respectively, for the removal of dye solution. The mechanism of adsorption was studied by using different kinetic models and isotherms. The results clearly showed that the NOFC adsorption was fitted to pseudo–first-order for DTB and pseudo–second-order for RR-HE7B. Equilibrium data were well fitted with both isotherm models. According to the results, NOFC can effectively remove DTB and RR-HE7B from aqueous solutions.     

Examining crash injury severity and barrier-hit outcomes from cable barriers and strong-post guardrails on Alabama’s interstate highways

Introduction: This study investigates the impact of several risk factors (i.e., roadway, driver, vehicle, environmental, and barrier-specific characteristics) on the injury severity resulting from barrier-related crashes and also on barrier-hit outcomes (i.e., vehicle containment, vehicle redirection, and barrier penetration). A total of 1,685 barrier-related crashes, which occurred on three major interstate highways (I-65, I-85, and I-20) in the state of Alabama, were collected for a seven-year period (2010–2016), and all relevant information from the police reports was reviewed. Features that were rarely explored before (e.g., median width, barrier length, barrier offset or lateral position, left shoulder width, blockout type, and number of cables) were also collected and examined. Two types of longitudinal barriers were analyzed: high-tension cable barriers installed on medians and strong-post guardrails installed on medians and/or roadsides. Method: Two separate mixed logit (MXL) models were used to analyze crash injury severity in median and roadside barrier-related crashes. Two additional MXL models were separately adopted for median and roadside barrier-related crashes to estimate the probability of three barrier-hit outcomes (vehicle containment, vehicle redirection, and barrier penetration). Results: The results of crash injury severity MXL models showed that, for both median and roadside barrier crashes, barrier penetration, female drivers, and driver fatigue were associated with a higher probability of injury or fatal crashes. The results of barrier-hit MXL models showed that longer barrier length, Brifen cable barrier system, and barrier lateral position were significant predictors of median barrier-hit outcomes, whereas dark lighting condition, driving under the influence (DUI), presence of curved freeway sections, and right shoulder width significantly contributed to roadside barrier-hit outcomes. Conclusions: The MXL model succeeded in identifying several contributing factors of crash severity and barrier-hit outcomes along Alabama’s interstate highways. Practical applications: One study application is to design longer barrier run length (greater than 1230 feet or 0.2 miles) to reduce the barrier penetration likelihood.     

土壤中反应性溶质保持模拟模型概述

水溶性污染物和有机污染物在非饱和带的运动规律是当前土壤物理学研究的前沿领域．模拟反应性溶质的运移模型，必须包含溶质和土壤基质之间的保持和释放反应．本文简要综述土壤对溶质保持反应的平衡模型、动力学模型和多反应模型的主要特点．     

介质阻挡放电-催化降解苯的研究

采用双介质阻挡放电管 ,当含苯气体的流量为 1 5L·min- 1 ,放电电压在 60 0 0V—1 2 0 0 0V范围内 ,放电管温度在 2 1 0℃左右 ,研究介质阻挡放电 催化降解苯的协同效应 .结果表明 ,在余辉区中放入催化剂 ,60 0 0V的电压下 ,苯的降解率可达 70 % ,产物中CO/CO2为 0 0 5 ;而在同样电压下 ,不放入催化剂 ,苯的降解率仅为 5 5 %左右 ,CO/CO2 约为 0 5 .由此可见 ,催化剂在余辉区时能与等离子体协同作用 ,促进苯的降解     

流动沙丘上生态垫防风固沙效果初步评价

北京及其周边地区分布的大量裸露沙荒地是北京近年来沙尘暴频发的主要沙源之一,而增加其地表覆盖状况则是遏止就地扬沙起尘的有效措施之一。以北京西北部河北宣化黄羊滩为例,对流动沙丘上铺设生态垫并栽植灌木的防风固沙效果进行了初步研究。研究结果表明,与沙柳沙障相比,生态垫确实可以降低近地表的输沙率,提高生态垫下土壤的养分含量,一定程度上提高柠条的地径和高度,可见生态垫是一种很好的促进流沙固定和植被恢复的地表覆盖材料;与其它两种生态垫铺设方式(品字状和带状)相比,全铺可以显著降低近地表的输沙率,提高其下土壤的养分含量,但柠条的生长状况却略差,这可能与全铺降低了小雨入渗的可能性有关;就两种部分铺设的方式而言,无论从降低近地表的输沙率还是促进柠条的生长上来看,品字状都明显优于带状。从生态和经济的角度综合考虑,品字状铺设显然是该区域流沙防治措施中较好的选择。     

Effects of Road Fencing on Population Persistence

Abstract:  Roads affect animal populations in three adverse ways. They act as barriers to movement, enhance mortality due to collisions with vehicles, and reduce the amount and quality of habitat. Putting fences along roads removes the problem of road mortality but increases the barrier effect. We studied this trade-off through a stochastic, spatially explicit, individual-based model of population dynamics. We investigated the conditions under which fences reduce the impact of roads on population persistence. Our results showed that a fence may or may not reduce the effect of the road on population persistence, depending on the degree of road avoidance by the animal and the probability that an animal that enters the road is killed by a vehicle. Our model predicted a lower value of traffic mortality below which a fence was always harmful and an upper value of traffic mortality above which a fence was always beneficial. Between these two values the suitability of fences depended on the degree of road avoidance. Fences were more likely to be beneficial the lower the degree of road avoidance and the higher the probability of an animal being killed on the road. We recommend the use of fences when traffic is so high that animals almost never succeed in their attempts to cross the road or the population of the species of concern is declining and high traffic mortality is known to contribute to the decline. We discourage the use of fences when population size is stable or increasing or if the animals need access to resources on both sides of the road, unless fences are used in combination with wildlife crossing structures. In many cases, the use of fences may be beneficial as an interim measure until more permanent measures are implemented.