垃圾填埋场选址问题的模糊数学模型研究

为有助于在环境和经济框架内评价垃圾填埋场选址决策,本文建立了关于该问题的多目标模型,模型中既考虑了安置和运营设施需要的固定成本和可变成本,也考虑了居民区承受的风险,以及各居民区承担风险的公平性。并进一步讨论了用模糊方法处理的一般多目标规划模型的模糊最优解与有效解及弱有效解之间的关系。最后使用两种模糊目标规划方法求解数值例子以分析所建模型的适用性,结果表明,加权模糊方法可以为决策者提供更接近期望值的满意方案。     

垃圾场渗滤液中十二烷基硫酸钠的光度测定

三峡库区令人担忧的严重问题之一是城市生活垃圾填埋场渗滤液的迁移污染.渗滤液成分复杂,水质变化大,色度深、有恶臭.高浓度有机废水会污染地表水和地下水,破坏原有水体的用途,甚至危及原有的生态系统,若不妥善处理渗滤液,有害成分发生迁移转化,就会带来严重的二次污染,对库区环境构成严重危胁.     

Programmed Temperature Vaporization Injection (PTV) in the Analysis by Gas Chromatography-Mass Spectrometry (GC-MS) of the Constituents of Landfill Gas

Abstract

Trace volatile compounds emitted from both domestic and industrial landfills have been identified by programmed temperature vaporization injection (PTV) coupled to gas chromatography with detection by ion-trap mass spectrometry (GC-ITD/MS). The PTV injection system has been developed using a combination of two six-port valves to achieve problems of interference in GC-MS while loading sample. A large volume of landfill gas was re-concentrated onto a sorbent trap, then rapidly liberated into the GC-ITD/MS system by programmed thermal desorption. Using this method, trace volatile compounds in gases from both domestic and industrial landfills such as aromatic hydrocarbons, terpenes, chlorinated hydrocarbons, and sulfur compounds can be identified and quantified.     

光助/H2O2/草酸铁处理垃圾渗滤液

利用光助／H2O2／草酸铁处理已经过生化处理的垃圾渗滤液(CODcr=450mg／L左右)时，采用365nm、125W的UV灯照射下，光强为Iu=2．9mW／cm^2时，反应较佳条件是pH值=4．0左右及总药剂用量为1．4％(体积比)。草酸铁的用量要适当，投加量过少，混凝效果较差，有效光子不能完全转化为化学能，处理效果不理想；投加量过多，溶液形成棕色浑浊，使紫外光的吸收降低，造成光散射，降低反应速度。而H2O2的投加量过多，将使铁的络合物更加稳定，H2O2的分解速率受到限制，投加量过少，效果也会降低。当总药剂用量为1．4％(体积比，其中30％过氧化氢0．6％，0．1mol／L草酸铁溶液0．8％)时，反应30min后，CODcr去除率可达80％左右，脱色率可达90％以上。     

Measuring nitrate concentration in wastewaters with high chloride content

The presence of chloride ions in wastewaters in concentrations above 50 mg/L poses interference in several methods used for the measurement of nitrate-nitrogen. The aim of this study was to characterise the reliability and costs of some commonly available methods for the analysis of nitrate concentration in landfill leachate which contains high chloride levels. To investigate the effect of chloride interference, several widely used methods [ion chromatography (IC), continuous flow analysis (CFA), the German standard method (DIN), cuvette test (CUV), standard addition method (SAM) and reflectometric test (REF)] were used to measure the nitrate concentration in synthetic solutions containing varying concentrations of chloride and nitrate-nitrogen. Nitrate recoveries of the various methods were found to decrease in the following rank order: CUV (>95%) > IC (>90%) > CFA (89%) > DIN (88%) > REF (70%) > SAM (<80%). In the second part of the study, the same methods were used to measure nitrate concentrations in samples of biologically nitrified landfill leachate with and without chloride elimination. For leachate samples without chloride elimination, CUV results were well correlated (linear regression) with IC results (slope = 1.02/R² = 0.99) but to lesser extents with results obtained by CFA (0.91/0.86), DIN (0.89/0.97) and REF (0.86/0.77), and not correlated with SAM (0.74/–1.3). The incurred measurement costs per sample (in Euros) for the methods were as follows: CFA (<0.1) < DIN (0.6) < REF (0.7) < SAM (3) < CUV (3.8) < IC (15). Cuvette tests are recommended as the method of choice due to their accuracy and lower cost than IC.     

氧化钙改性高岭土对垃圾渗滤液中氨氮的去除研究

采用氧化钙对高岭土进行改性,并用XRD、SEM和FT-IR对改性高岭土进行了表征。将改性高岭土应用于垃圾渗滤液的处理,考察了改性高岭土投加量、渗滤液初始pH、时间等因素对氨氮去除效果的影响,并对其吸附机理进行了研究。结果表明,氧化钙改性高岭土的产物主要是胶凝材料水化物(硅铝酸钙和含Al的C-S-H凝胶),形貌为蜂窝状;向氨氮含量为3520mg/L、pH为7.53~7.80的垃圾渗滤液中投加160g/L吸附剂,吸附60min,氨氮的去除率达82.66%,吸附量为18.19mg/g。氧化钙改性高岭土对氨氮的吸附符合Langmuir等温模型,动力学上符合准二级动力学方程,其相关系数分别为0.9678,0.9989。同时,该吸附过程包含了膜扩散和颗粒内扩散。     

CCL非线性平衡吸附条件下填埋场渗滤液运移过程数值分析

采用Langmuir等温吸附方程表示黏土对渗滤液中某种污染物的非线性吸附,依据污染物在多孔介质中运移机理,建立了渗滤液在饱和多孔介质运移的一维数学模型。在考虑填埋场采用压实黏土衬里防渗层、垃圾生物降解生成污染物的特性、在填埋场下含有一定厚度含水层等实际情况下,采用有限差分法求解控制方程。通过参数对比计算与分析表明,与线性吸附相比,非线性吸附使得污染物的穿透能力增强,污染物浓度随时间变化曲线尖锐而狭窄、峰值浓度出现时间提前、曲线有尾部拖长现象。组合参数Sl对污染物运移影响较大,当Sl取值较大时,可降低污染物浓度,"挫峰"能力增强,污染物浓度随时间变化曲线表现出线性吸附性质。参数K1对污染物运移影响较参数Sl小。压实黏土衬里的渗透系数较低时,弥散控制污染物运移,且弥散系数较大和较小时,穿透曲线分别表现出线性吸附性质和非线性性质。     

Combining Coagulation and Electrocoagulation with UVA-LED Photo-Fenton to Improve the Efficiency and Reduce the Cost of Mature Landfill Leachate Treatment

This study focused on the reduction of the treatment cost of mature landfill leachate (LL) by enhancing the coagulation pre-treatment before a UVA-LED photo-Fenton process. A more efficient advanced coagulation pretreatment was designed by combining conventional coagulation (CC) and electro-coagulation (EC). Regardless of the order in which the two coagulations were applied, the combination achieved more than 73% color removal, 80% COD removal, and 27% SUVA removal. However, the coagulation order had a great influence on both final pH and total dissolved iron, which were key parameters for the UVA-LED photo-Fenton post-treatment. CC (pH = 5; 2 g L⁻¹ of FeCl₃6H₂O) followed by EC (pH = 5; 10 mA cm⁻²) resulted in a pH of 6.4 and 100 mg L⁻¹ of dissolved iron, whereas EC (pH = 4; 10 mA cm⁻²) followed by CC (pH = 6; 1 g L⁻¹ FeCl₃6H₂O) led to a final pH of 3.4 and 210 mg L⁻¹ dissolved iron. This last combination was therefore considered better for the posterior photo-Fenton treatment. Results at the best cost-efficient [H₂O₂]:COD ratio of 1.063 showed a high treatment efficiency, namely the removal of 99% of the color, 89% of the COD, and 60% of the SUVA. Conductivity was reduced by 17%, and biodegradability increased to BOD₅:COD = 0.40. With this proposed treatment, a final COD of only 453 mg O₂ L⁻¹ was obtained at a treatment cost of EUR 3.42 kg COD⁻¹.     

阳极改性对单室微生物燃料电池性能的影响

构建了老龄垃圾渗滤液为底物的空气阴极型单室微生物燃料电池,以考察阳极不同改性方式对微生物燃料电池产电性能和对老龄垃圾渗滤液处理效果的影响。结果表明,碳毡阳极经过热处理、浓硝酸、酸性重铬酸钾、混酸的改性后,电池的最大输出功率密度分别提高了104%、241%、51%、181%,COD的去除率变化不大,但氨氮去除率分别增加了22.2%、21.8%、2.3%、47.3%。垃圾渗滤液pH值升高、电导率呈下降趋势。     

衍生化固相微萃取与气相色谱-质谱联用测定生活垃圾渗沥液中双酚A

建立了固相微萃取-顶空衍生化与色谱-质谱联用技术测定水中双酚A定量分析方法。对影响萃取和衍生化过程的参数进行了条件优化,实验选用聚丙烯酸酯(PA)萃取纤维,在搅拌速度为1200r/min、溶液离子强度100g/L、pH2和25℃的条件下萃取60min后,N,O双(三甲基硅烷基)三氟乙酰胺(BSTFA)顶空衍生化5min。方法的线性范围是0.09~200μg/L;检出限0.03μg/L;相对标准偏差为3·88%。应用本方法对广州大田山垃圾填埋场的垃圾渗沥液中的双酚A进行了测定。