重金属污染土壤属性区间识别模型的赋权分析

土壤重金属污染评价为土壤重金属污染的及时防范和综合治理提供重要的理论依据。文章在属性区间识别理论的基础上,构建土壤重金属污染评价的属性区间识别模型：选取土壤重金属污染中普遍存在的Hg、Cd、As、Pb、Cu、Zn作为评价指标,采用均化系数将各评价指标的属性测度区间转化为综合属性测度;为避免主观因素,利用主成分分析法、熵权法、CRITIC法对各评价指标进行3次客观赋权;最后根据置信度准则和分级标准进行土壤重金属污染的综合评价。对3种赋权法得到的权重和评价结果进行比较,表明：属性识别模型在土壤重金属污染评价中适用且有利于评价结果准确性的提高;3种客观赋权法算得的权重合理,且其优异程度为主成分分析法〈熵权法〈CRITIC法。     

土壤跳虫(Folsomia candida)对食物中铜污染物的吸收和排泄

重金属污染物在生物体内的累积、迁移和传递已成为当今的研究热点。土壤弹尾目昆虫作为土壤生态系统的重要组成部分,针对其对重金属的吸收、积累和排泄的动态过程以及相应解毒机制的研究意义重大。本研究通过弹尾目跳虫(Folsomia candida)对Cu的吸收-排泄效率实验发现,跳虫体内Cu含量随暴露时间的延长而显著增加(r~2=0.8878,F_(1,5)=29.59,P<0.01);跳虫体内Cu含量随排泄时间的延长而明显逐渐降低(r~2=0.7836,F_(1,3)=7.13,P<0.01)。跳虫对Cu的吸收-排泄Budget实验表明,只有少量的Cu被跳虫摄取到体内,其中小部分被体内组织消化吸收,大部分则可能通过中肠细胞的褪皮作用和产卵等方式排出体外。可见,褪皮和排卵是跳虫排泄重金属Cu的重要途径,跳虫对Cu具有较低的吸收率(8.13%)和较高的排泄率(57.3%),表明跳虫对Cu可能有较高的耐受性。     

涉及自然保护区河道的建设项目环境准入存在的问题及对策

由于河道水体的线性特征,使得涉及自然保护区河道的建设项目难以避绕,所在区域的内河运输航道、跨河桥梁和防洪设施等建设项目都面临着不同程度的法律障碍,河道水体的保护与合理利用难以兼顾.从促进水生生物多样性保护、河道两岸经济社会建设和民生协调发展的角度出发,就当前涉及自然保护区河道的建设项目环境准入中存在的下列问题进行分析:《自然保护区条例》未考虑河道水体的特殊性,自然保护区功能区划的规定不适用于河道水体类型的自然保护区,以及与河道水体相关的法律法规缺少涉及自然保护区的规定.提出包括有条件地允许一些基础建设和民生项目进入保护区缓冲区和核心区、完善涉及自然保护区建设项目的环境准入制度以及加强涉及河道水体自然保护区建设项目的环境管理的相关对策建议.     

膨润土对镉胁迫下水稻幼苗生理生化特性的影响

为了探讨膨润土钝化修复镉(Cd)污染土壤对水稻幼苗生理生化特性的响应,通过盆栽试验研究了膨润土对Cd胁迫下水稻幼苗地上部生物量,叶片叶绿素含量,SOD、POD活性以及MDA含量的影响.结果表明,膨润土在不同程度上提高了水稻幼苗叶片叶绿素含量,促进了水稻幼苗的生长和发育,地上部生物量随膨润土投加量的增加而增大.单一Cd污染土壤中,水稻幼苗叶片SOD活性变化不明显,而幼苗根系SOD活性随Cd浓度的增加而显著降低(P＜0.05),投加膨润土后整体上提高了根系SOD活性.单一Cd污染土壤中,水稻幼苗叶片和根系POD活性随Cd浓度的增加而均呈现先应激性升高然后降低的变化趋势,投加膨润土后叶片POD活性有所降低,而5 ～50 g·kg-1膨润土处理显著提高根系POD活性(P＜0.05),比未投加膨润土处理分别增加13.2％ ～22.4％、4.9％ ～9.5％、44.8％～80.6％和6.9％～49.6％.单一Cd污染土壤中,水稻幼苗叶片和根系MDA含量随着Cd浓度的升高而升高,与无Cd胁迫对照相比,分别增加139.0％和158.1％;投加膨润土处理水稻幼苗MDA含量显著降低,膜脂过氧化作用明显减弱.因此,膨润土能有效缓解Cd胁迫对水稻幼苗的毒害作用,可用于Cd污染土壤的钝化修复.     

Reduction of hexavalent chromium with scrap iron in a fixed bed reactor

The reduction of hexavalent chromium by scrap iron was investigated in continuous long-term fixed bed system. The effects of pH, empty bed contact time (EBCT), and initial Cr(VI) concentration on Cr(VI) reduction were studied. The results showed that the pH, EBCT, and initial Cr(VI) concentration significantly affected the reduction capacity of scrap iron. The reduction capacity of scrap iron were 4.56, 1.51, and 0.57 mg Cr(VI)·g^-1 Fe⁰ at pH 3, 5, and 7 (initial Cr(VI) concentration 4 mg·L^-1, EBCT 2 min, and temperature 25°C), 0.51, 1.51, and 2.85 mg Cr(VI)·g^-1 Fe⁰ at EBCTs of 0.5, 2.0, and 6.0 min (initial Cr(VI) concentration 4 mg·L^-1, pH 5, and temperature 25°C), and 2.99, 1.51, and 1.01 mg Cr(VI)·g^-1 Fe⁰ at influent concentrations of 1, 4, and 8 mg·L^-1 (EBCT 2 min, pH 5, and temperature 25°C), respectively. Fe(total) concentration in the column effluent continuously decreased in time, due to a decrease in time of the iron corrosion rate. The fixed bed reactor can be readily used for the treatment of drinking water containing low amounts of Cr(VI) ions, although the hardness and humic acid in water may shorten the lifetime of the reactor, the reduction capacity of scrap iron still achieved 1.98 mg Cr⁶⁺·g^-1 Fe. Scanning electron microscope equipped with energy dispersion spectrometer and X-ray diffraction were conducted to examine the surface species of the scrap iron before and after its use. In addition to iron oxides and hydroxide species, iron-chromium complex was also observed on the reacted scrap iron.     

Hazard and vulnerability evaluation of water distribution system in cases of contamination intrusion accidents

In this paper, it proposed an index system for hazard and vulnerability evaluations of water distribution networks, based on the simulation of contamination events caused by pollutant injections at different junctions. It attempted to answer the following two questions in the case of contamination events: 1) Which are the most hazardous junctions? 2) Which are the most vulnerable junctions? With EPANET toolkit, it simulated the propagation of the contaminant, and calculated the peak concentration of the contaminant and mass delivered at different nodes. According to types of consumers, different weights were assigned to the consumer nodes for assessing the influence of the contaminant on the consumers. Using the method proposed herein, both the hazard index and vulnerability index were calculated for each node in the pipe network. The presented method was therefore applied to the water network of the city of Zhenjiang, which contains two water plants, two booster pump stations with storage tanks. In conclusion, the response time, the relationships between the peak concentration of contaminant and the total absorption are the most important factors in hazard and vulnerability evaluation of the water distribution network.     

上海市受纳污水河流中多溴联苯醚的生态风险评价

以上海市某污水处理厂出水及其受纳河流为研究对象,测定了19种多溴联苯醚(PBDEs)同系物的浓度和分布特征,估算了污水处理厂PBDEs的年度排放负荷,并初步评价了受纳污水河流PBDEs的生态风险水平.结果表明,污水、河流水体及沉积物中PBDEs的总浓度分别为5050 pg.L-1、1310 pg.L-1和3.8 ng.g-1干重,其中BDE-209为主要成分.在排污口下游,PBDEs并没有随距离的增加而明显降低.该污水厂每年通过污水排放的五溴、八溴和十溴联苯醚分别为2.2、5.1和56.2 g.生态风险评价表明,目前该污水厂污水受纳河流中PBDEs导致的生态风险较低.     

Costs and prices for renewable energy development in industrialized countries and applications to China

Developing renewable energy is now becoming a hot topic as it is important in dealing with climate change issue and energy supply issue. With the growing demand of energy, it has become urgent to develop the effective policies and measures that would enable people to maintain the living standards. Among all the measures, price is an essential one. In order to evaluate the costs and prices of the electricity from renewable energy sources (RES-E) and their effects to the market, this paper firstly focus on the extra costs of the RES-E by breaking it into four parts, including investment, construction, connection and operation. Then, the policy choices made in some typical industrialized countries are examined to find answers to the problems RES-E can raise. Finally, the choices made in China are examined in comparison to industrialized countries so as to determine how the current situation could be improved.     

2006─2010年环保重点城市主要污染物浓度变化特征

利用2006─2010年全国环保重点城市的空气质量日报数据,分析了大气ρ(SO2)、ρ(NO2)和ρ(PM10)的变化特征. 结果表明:从年际变化看,ρ(SO2)和ρ(PM10)呈下降趋势,ρ(NO2)变化不显著.从季节变化看,ρ(SO2)、ρ(NO2)和ρ(PM10)均呈冬季高、夏季低的特征.从浓度谱分布看,全国大气中ρ(SO2)、ρ(NO2)和ρ(PM10)分别集中在0～0.150、0～0.100和0～0.250 mg/m3范围内,ρ(SO2)和ρ(PM10)谱峰区间逐渐向低浓度范围偏移,高浓度事件逐渐减少,表明SO2和PM10污染得到较明显的控制,而ρ(NO2)谱峰变化不大.从浓度变化看,山西ρ(SO2)、ρ(NO2)和ρ(PM10)下降最明显,年变化率分别为-11.2、-3.6和-14.2 μg/m3;青海ρ(SO2)、山东ρ(NO2)和ρ(PM10)的上升趋势最明显,年变化率分别为4.4、2.7和4.5 μg/m3.      

高架桥对街道峡谷内大气颗粒物输运的影响

随着我国城市汽车保有量的迅速攀升,城市中心区域的空气质量与生态环境急剧恶化.利用计算流体力学(CFD)数值模拟,研究了3种H/W(街道建筑物高度/峡谷宽度)下高架桥对街道峡谷内颗粒物扩散的影响.建立了街道峡谷内机动车尾气中颗粒物扩散模型,并给出了边界条件.采用标准k-ε模型与离散相模型对街道峡谷内部气流运动、颗粒物扩散及浓度分布进行了模拟计算,并计算了高架桥对风场及颗粒物扩散的影响.结果表明:H/W越大,街道峡谷内颗粒物浓度越高,同时颗粒物平均滞留时间越长.相对于没有高架桥的街道峡谷,高架桥附近区域风场变化明显,但对建筑物墙壁、地面及峡谷顶层处影响较小.街道峡谷内存在高架桥时,在墙壁较低处颗粒物浓度增加.