零价铁-氧化剂联合降解土壤中硝基氯苯及土壤性质变化

硝基氯苯是重要的化工原料和中间体,其在土壤中的不断积累对生态环境和人体健康构成了严重威胁.高级氧化修复技术可以将有机污染物直接或间接矿化为CO_2和H_2O,从而成为近年来研究的重点.本文针对南京某化工厂搬迁遗留的硝基氯苯污染的场地土壤,研究了零价铁还原与氧化剂氧化的联合体系对硝基氯苯的降解率,并对反应过程的中间产物和动力学进行了分析,研究了降解后土壤性质的变化.结果表明,当采用KMnO_4、Fenton试剂、30%H_2O_2和Na_2S_2O_44种氧化剂直接氧化时,土壤中硝基氯苯的降解率分别为75.0%、62.9%、58.1%和41.5%;经零价铁还原1 h后,再施加氧化剂氧化处理,硝基氯苯降解率大幅提高,分别达到91.5%、88.5%、87.4%和70.4%.零价铁还原体系中间产物氯代苯胺浓度4 h时达到最大,施加氧化剂后迅速下降,4 h后下降至最低并维持较稳定水平;硝基氯苯氧化反应在单一氧化剂反应体系符合一级动力学方程,但在零价铁与氧化剂联合反应体系符合二级动力学方程;降解后的土壤性质有较大变化,CEC、TOC和土壤养分显著下降,Eh和EC显著增加,土壤pH除施加Na2S2O4下降显著外,施加KMnO_4、Fenton试剂、30%H_2O_2时下降较小,但同时添加零价铁土壤pH下降显著;土壤全N、全P、全K变化不显著,这些可为修复后土壤的再利用提供数据参考.     

不同铁营养状况下根系特征及蒸腾对黄瓜幼苗吸收镉的影响

采用营养液培养方法,研究了不同铁营养状况下的根系形态变化及蒸腾作用对不同品种黄瓜幼苗吸收镉的影响.结果表明,不加铁处理对地上部生物量的影响大于对根系的影响,并且不同品种间生物量差异显著.不加铁处理和低水平铁处理时,黄瓜根长变长、根表面积变大.与不加铁处理相比,加铁处理显著抑制了黄瓜根系对镉的吸收,中农5号(缺铁敏感黄瓜品种)和津春4号(缺铁不敏感黄瓜品种)每克根对镉的吸收量分别降低了25.5%~45.5%和28.8%~55.0%;但却增加了镉向地上部的转运,镉在叶中的分配系数分别增加了2.2~3.6倍(中农5号)和2.6~3.7倍(津春4号).缺铁敏感的中农5号吸镉总量与根长、根表面积都呈显著正相关性,而缺铁不敏感的津春4号吸镉总量与根长、根表面积之间的关系不显著.不管是中农5号还是津春4号,其蒸腾速率与每克根吸收镉的量均呈显著的正相关关系.不同铁营养状况影响了黄瓜幼苗的根系形态和蒸腾速率,从而影响了根系对镉的吸收,高铁水平显著抑制了黄瓜根系对镉的吸收.     

海州湾海洋牧场人工鱼礁投放对营养盐的影响

为了解海州湾海洋牧场人工鱼礁投放对营养盐的影响,基于2008—2015年间共24个航次水质调查资料,分析了海州湾海洋牧场鱼礁区和对照区活性磷酸盐(PO_4~(3-)-P)、活性硅酸盐(SiO_3~(2-)-Si)和溶解无机氮(DIN)的浓度、组成及营养盐结构的变化.同时,比较了鱼礁区和对照区营养盐的变化,初步分析了人工鱼礁投放量与营养盐的相关性,尝试探索人工鱼礁投放对营养盐浓度与结构的影响.结果表明,鱼礁区和对照区PO_4~(3-)-P、SiO_3~(2-)-Si浓度均呈现出秋季夏季春季的特点,且鱼礁区高于对照区.DIN在鱼礁区和对照区也呈现出同样的季节变化特点,但鱼礁区的变化幅度显著大于对照区.海洋牧场人工鱼礁的投放使鱼礁区PO_4~(3-)-P和DIN浓度增加.受热力学平衡的影响,对照区DIN浓度也出现了增加,而PO_4~(3-)-P受人工鱼礁投放的影响小.鱼礁区和对照区SiO_3~(2-)-Si受人工鱼礁投放影响均不明显.另外,海洋牧场DIN组成也发生了改变,2012年前NO_3~--N为DIN主要组成,之后为NH_4~+-N.营养盐结构分析显示,海州湾海洋牧场营养盐对浮游植物主要表现为磷限制.     

抗生素废水的铁屑微电解预处理研究

研究了采用铁屑微电解法预处理抗生素废水.在进水COD质量浓度为6.2 g/L时,试验结果表明,经微电解处理后的废水,COD和色度的去除率分别达到68.3%和79.3%,BOD5/COD从0.306提高到0.56,废水的可生化性得到显著提高.通过正交试验考察pH、反应时间及铁屑用量对处理效果的影响,并对各因素作了单因素影响试验,确定了最佳工艺条件.     

Sulphur transformation and deposition in the rhizosphere of Juncus effusus in a laboratory-scale constructed wetland

Sulphur cycling and its correlation to removal processes under dynamic redox conditions in the rhizosphere of helophytes in treatment wetlands are poorly understood. Therefore, long-term experiments were performed in laboratory-scale constructed wetlands treating artificial domestic wastewater in order to investigate the dynamics of sulphur compounds, the responses of plants and nitrifying microorganisms under carbon surplus conditions, and the generation of methane. For carbon surplus conditions (carbon:sulphate of 2.8:1) sulphate reduction happened but was repressed, in contrast to unplanted filters mentioned in literature. Doubling the carbon load caused stable and efficient sulphate reduction, rising of pH, increasing enrichment of S(2-) and S(0) in pore water, and finally plant death and inhibition of nitrification by sulphide toxicity. The data show a clear correlation of the occurrence of reduced S-species with decreasing C and N removal performance and plant viability in the experimental constructed wetlands.     

In field arsenic removal from natural water by zero-valent iron assisted by solar radiation

An in situ arsenic removal method applicable to highly contaminated water is presented. The method is based in the use of steel wool, lemon juice and solar radiation. The method was evaluated using water from the Camarones River, Atacama Desert in northern Chile, in which the arsenic concentration ranges between 1000 and 1300 μg L⁻¹. Response surface method analysis was used to optimize the amount of zero-valent iron (steel wool) and the citrate concentration (lemon juice) to be used. The optimal conditions when using solar radiation to remove arsenic from natural water from the Camarones river are: 1.3 g L⁻¹ of steel wool and one drop (ca. 0.04 mL) of lemon juice. Under these conditions, removal percentages are higher than 99.5% and the final arsenic concentration is below 10 μg L⁻¹. This highly effective arsenic removal method is easy to use and inexpensive to implement.     

Fe0/厌氧微生物联合体系处理2,4,6-三氯酚影响因素的研究

利用Fe⁰/厌氧微生物联合体系对2,4,6-三氯酚(2,4,6-TCP)进行降解研究。结果表明,Fe0/厌氧微生物联合体系可以有效降解2,4,6-TCP,Fe⁰与厌氧微生物之间存在明显的协同效应。Fe⁰/厌氧微生物联合体系处理2,4,6-TCP的最优条件为：微生物接种量0.434 g VSS/L,Fe⁰投加量15 g/L,体系初始pH值7.0～8.0。     

Evaluation of marine outfall with three-dimensional hydrodynamic and water quality modeling

Numerical models are often used to evaluate the potential impact of human alternation of natural water bodies and to help the design of the alternation to mitigate its impacts. In the past decade, three-dimensional hydrodynamic and reactive transport modeling has matured from a research subject to a practical analysis technology. This paper presents a practical study in which a three-dimensional hydrodynamic and water quality model [hydrodynamic eutrophication model (HEM-3D)] was applied to determine the optimal location for treated wastewater discharged from marine outfall system in the Keelung harbor and the adjacent coastal sea. First, model validation was conducted with respect to surface elevation, current, and water quality variables measured in the Keelung harbor station and its coastal sea. The overall performance of the model was in qualitative agreement with the available field data. The model was then used to evaluate several scenarios of the locations from marine outfall system. Based on model simulation results, a location at the northeast of Ho-Ping Island was recommended for adoption because the environmental impact is smaller than any other alternative.

The influence of the level of definition of functional specifications on the environmental performances of a complex system. EcoCSP approach

The tendency towards a homogenous mode of development modelled on that of Western countries means that sustainable development has become increasingly urgent. It is necessary to thoroughly redefine products and their expected performances in such a way that the consequences are compatible with sustainable development. In the domain of product design, this means that it is no longer sufficient to use assessment tools “after the fact” to check the impact of products whose functional unit (FU) was defined prior to production; it is now necessary to rethink the definition of the FU itself. This article aims to present an approach based on a combination of life cycle analysis methods and problem-solving by constraint satisfaction. This original approach makes it possible to vary the design of the different dimensions of the FUs of a complex system and thus to make it easier to identify the best architecture along with the best functional definition of the system. In this study, the EcoCSP approach is applied to define the functional performances of an ecological passenger ferry. The complexity of couplings between subsystems and the sheer number of those subsystems mean that the designer has to use “intelligent” tools. These simulate a great number of scenarios and help him/her to fine-tune the system and make the right technological choices with regard to the right functional specifications.