高炉煤气洗涤水氰化物产生及控制对策探讨

通过分析高炉煤气洗涤水氰化物的产生机理,探讨了湘钢1#高炉煤气洗涤水氰化物超标的主要原因,结合高炉煤气洗涤水处理氰化物的治理现状,提出了相应的治理对策.     

Degradation of ammonium dinitramide (ADN) in digested sewage sludge under strict anaerobic conditions

The biodegradation of one popular nitramine energetics, ammonium dinitramide (ADN) by mixture of denitrifying bacterial species was investigated. ADN was observed to be effectively mineralized in the anaerobic mixed culture. The initial ADN concentration of 250 mg/L was reduced to non‐detectable levels (> 99% removal efficiency) in 5 days of incubation under anaerobic conditions. Final products generated from anaerobic degradation of nitramine energetics by anaerobic metabolism were NH₄ ⁺, CH₄, and CO₂ that were released to the environment with the denitrifiers’ growth. In addition, it was found that the activity of denitrifiers was inhibited by high concentration of ammonia generated through the degradation reactions of energetic nitrites.     

Decreased PCDD/F formation when co-firing a waste fuel and biomass in a CFB boiler by addition of sulphates or municipal sewage sludge

Polychlorinated dibenzo-p-dioxins (PCDDs) and polychlorinated dibenzofurans (PCDFs) are formed during waste incineration and in waste-to-energy boilers. Incomplete combustion, too short residence times at low combustion temperatures (<700 °C), incineration of electronic waste and plastic waste containing chlorine are all factors influencing the formation of PCDD/Fs in boilers. The impact of chlorine and catalysing metals (such as copper and iron) in the fuel on PCDD/F formation was studied in a 12 MW_th circulating fluidised bed (CFB) boiler. The PCDD/F concentrations in the raw gas after the convection pass of the boiler and in the fly ashes were compared. The fuel types were a so-called clean biomass with low content of chlorine, biomass with enhanced content of chlorine from supply of PVC, and solid recovered fuel (SRF) which is a waste fuel containing higher concentrations of both chlorine, and catalysing metals. The PCDD/F formation increased for the biomass with enhanced chlorine content and it was significantly reduced in the raw gas as well as in the fly ashes by injection of ammonium sulphate. A link, the alkali chloride track, is demonstrated between the level of alkali chlorides in the gas phase, the chlorine content in the deposits in the convection pass and finally the PCDD/F formation. The formation of PCDD/Fs was also significantly reduced during co-combustion of SRF with municipal sewage sludge (MSS) compared to when SRF was fired without MSS as additional fuel.     

蚯蚓处理对污泥中微生物碳量及脱氢酶活性的影响

将含水率80.6%的脱水污泥制成5 mm的污泥颗粒,以添加蚯蚓(赤子爱胜蚓)为处理组,无蚯蚓为对照组,测定不同时期污泥的理化性质、微生物碳量(MBC)和脱氢酶活性(DHA)的变化,重点研究了蚯蚓对污泥降解过程中MBC和DHA变化的影响.结果表明,相比对照组,蚯蚓处理组p H变化幅度较小;实验结束时,蚯蚓处理组的电导率(EC)和溶解性有机碳(DOC)显著高于对照组,而有机质(OM)显著低于对照组.实验前30 d,蚯蚓处理组MBC显著高于对照组,40 d至实验结束,蚯蚓处理组MBC显著低于对照组.DHA的结果表明,蚯蚓处理组和对照组在前30 d并没有显著性差异,40 d后蚯蚓处理组的DHA显著低于对照组,DHA稳定在2.98~6.40 mg·g-1·h-1(以TPF计).相关分析表明,DHA、MBC和OM之间显著正相关.研究表明,接种蚯蚓在实验前期显著提升了系统的微生物量,加快污泥有机质的降解,从而导致后期产物的微生物量及其活性较低,最终产物更稳定.     

基于野外实测光谱的污灌区土壤重金属污染快速监测

利用光谱反射率反演土壤重金属含量相比传统实验室化学分析方法具有简单高效、成本低、非侵入性等优点。但光谱采集主要局限于实验室内,大大降低了监测的时效性。采集了龙口市污水灌溉区内的32个土壤样本,对9种重金属(Cr、Mn、Fe、Ni、Cu、Zn、As、Cd、Pb)进行了测定,并对土壤光谱进行了野外实测,同时对实测光谱进行光谱变换,提取了去除包络线(CR)、光谱倒数对数(lg(1/R))、一阶微分(RD1)、二阶微分(RD2)4种光谱指标,采用偏最小二乘回归方法(PLSR)建模。结果表明,污水灌溉区内存在严重的土壤重金属污染现象,As、Ni、Cd等重金属富集情况显著,与Fe、Mn呈显著相关的6种元素为Ni、Mn、As、Pb、Zn、Cr,相应的最优建模光谱指标分别为一阶微分(RD1)、二阶微分(RD2)、反射率(R)、反射率(R)、二阶微分(RD2)、去除包络线(CR),验证精度r分别为0.935 3、0.781 4、0.699 6、0.745 8、0.690 1、0.569 6。研究表明,利用野外实测光谱可以提高土壤重金属监测的时效性,预估土壤重金属含量具有一定的可行性,但针对不同的重金属应使用不同的光谱指标建模来达到最优效果。     

废旧Zn-C电池-活性污泥炭的制备及对SO_2的吸附

以污水厂二次污泥为主要原料,掺杂不同量的废旧Zn-C电池电极材料,采用Zn Cl2活化法制备出废旧Zn-C电池-活性污泥炭,表征分析污泥炭样品的碘吸附值、BET、FT-IR、SEM-EDS和XRD,并进行了低浓度SO2气体动态吸附试验.试验结果表明,污泥与电池粉末质量比为3∶1时,污泥炭的碘吸附值和比表面积分别达到750.6 mg·g-1和708.5 m2·g-1,优于纯污泥炭;回归分析表明,污泥炭吸附低浓度SO2的速率可用班厄姆公式描述,吸附平衡表达式可用Freundlih方程、Langmuir等温方程式表达,而Freundlih方程拟和效果更好.     

好氧生化污水处理厂化学品暴露预测模型构建

污水处理厂是化学品进入环境的重要中转站,污水处理厂中的暴露预测是化学品环境风险评估的重要内容.以污水处理厂中最简单的传统活性污泥法为基础工艺,基于我国新化学物质登记要求的基础数据(分子量、吸附/解吸附系数、蒸气压、水溶解度、快速或固有生物降解性)、我国的环境条件(温度=283K、风速=2 m·s~(-1))和污水处理厂典型场景参数(日处理量=3.5万m~3·d~(-1)、进水BOD_5=0.15 g·L~(-1)、进水SS=0.2 kg·m~(-3)、出水SS=0.02 kg·m~(-3)、曝气池BOD_5去除率=90%、污泥密度(dw)=1.6 kg·L~(-3)、污泥有机碳含量为0.18~0.19),根据化学品的线性吸附、一级动力学降解、Whitman双阻力挥发机制以及逸度理论,建立了包含空气、水、悬浮颗粒和沉积污泥9箱质量守恒方程的污水处理厂化学品暴露预测模型CSTP(O),同时确定了快速或固有生物降解性结果外推获得STP降解速率的标准.模型验证结果表明,C-STP(O)模型对已有研究中26种化学品预测准确率为81%,对5种酚类化学品,模型预测与实测去除率绝对差值为2.5%~6.3%,C-STP(O)能准确预测具有快速或固有生物降解性的有机化学品在污水处理厂中挥发、吸附、降解、二级出水的分布比例.所建模型可为研究化学品在STP中的归趋及化学品暴露评估提供技术工具.     

连续流好氧颗粒污泥系统处理低COD/N实际生活污水的工艺优化

在连续流合建式反应器中接种成熟好氧颗粒污泥处理低碳氮比(COD/N)的实际生活污水,研究了曝气量和水力停留时间(hydraulic retention time,HRT)对连续流好氧颗粒污泥系统脱氮除磷和颗粒污泥稳定性的影响.结果表明,当曝气量为300 m L·min-1(表观气速为1.2 cm·s-1)、HRT为7.5 h时,反应器对化学需氧量(chemical oxygen demand,COD)、总氮(total nitrogen,TN)和总磷(total phosphorus,TP)去除率达到最高,分别为76.34%、51.23%和53.70%.整个系统在此条件下能够稳定运行,污泥浓度(mixed liquor suspended solids,MLSS)为2 000 mg·L-1左右,污泥体积指数(sludge volume index,SVI)保持在50 m L·g-1以下,好氧颗粒污泥形态完整,沉降性能良好.低COD/N的实际生活污水促进了好氧颗粒污泥胞外多聚物(extracellular polymeric substance,EPS)的增长,蛋白质(protein,PN)和多聚糖(polysaccharide,PS)的比值高达17.9,相对于PS,PN对颗粒污泥的稳定性有更大的促进作用.     

倒置A2/O-MBR组合工艺处理生活污水效能及膜污染特性

将自制高强度PVA亲水化改性复合膜应用于倒置A2/O-MBR工艺中,处理模拟生活污水,考察了系统对COD、氨氮、总氮、总磷及浊度的去除效果以及膜性能的变化.结果表明,在不同回流比条件下,COD、氨氮、总磷等去除率变化不大,分别大于90%、95%、80%;回流比对总氮的去除效果有一定的影响,回流比为100%时去除率较低,当回流比从100%增加到300%时,去除率相应增大,在膜的高效截留作用下,膜出水浊度始终小于0.05NTU,控制膜通量为(12±0.5)L·(m2·h)-1,连续运行52 d,未对膜进行任何清洗,膜污染平均速率为13.22 Pa·h-1,膜污染进程缓慢.经FTIR分析,多糖和蛋白质是膜有机污染物的主要成分,多为亲水性物质.膜与污染物之间的微观作用力的测定表明LB为膜主要污染物,与FTIR分析一致.     

表面活性剂对生物沥滤去除污泥中铜、锌的影响

将Tween-80,Span-60和甜菜碱,分别添加到城市污水处理厂污泥中,进行序批式生物沥滤,研究表面活性剂的浓度和类型对污泥中Cu,Zn沥滤效果的影响。结果表明,3种表面活性剂的适宜投加量范围依次为:0.5%~0.7%、3.0~6.0 g/L和1.5~3.0 g/L。在此条件下沥滤10 d,Cu和Zn的去除率均可达到80%以上。与未添加表面活性剂相比,硫的氧化利用率也得到了一定的提高。