砾间接触氧化法对白鹤溪低污染水体的净化效果

为研究生物膜技术在低污染水体净化中的应用前景,以洱海入湖河流——白鹤溪为研究对象,采用分段进水和分区曝气方式强化砾间接触氧化工艺的脱氮性能,探讨HRT(水力停留时间)、O/A(曝气区和非曝气区容积比)对低污染水体中COD_Mn、NH₄+-N、TN去除的影响. 结果显示:①HRT对有机物去除效果影响较大,在HRT为0.8、1.5、2.5、3.5 h下,COD_Mn去除率平均值分别为14.7%、28.6%、42.7%、48.8%;而当HRT为2.5 h时为较佳运行工况,COD_Mn、NH₄+-N、TN去除率平均值分别为42.7%、83.6%、31.6%. ②O/A对NH₄+-N的去除影响不大,在O/A为1∶1、1∶2、1∶3下,NH₄+-N去除率平均值分别为86.7%、83.1%、80.5%;而当O/A为1∶3时具有较佳的脱氮除碳效果,COD_Mn、NH₄+-N、TN去除率平均值分别为42.2%、80.5%、40.2%. ③在HRT为2.5 h、O/A为1∶3下稳定运行15 d后,对生物膜样品的微生物群落结构分析表明,在装置后段有脱氮微生物的富集,其优势菌为Pseudomonas、Pantoe、Synechococcus、Chloroflexi bacterium. 研究表明,砾间接触氧化工艺对低污染水具有较好的脱氮除碳效果.      

铁活化过二硫酸盐湿法氧化去除一甲胺恶臭气体

CH₃NH₂(一甲胺)作为一种重要的工业原料而被大量使用,其嗅阈值低,具有刺鼻的鱼臭味,是一种典型的恶臭气体. 选取PS(过二硫酸盐)作为氧化剂,采用湿法吸收氧化去除CH₃NH₂. 在探讨CH₃NH₂的吸收性能的基础上,比较了4种方式〔Fe2+活化PS、CA(柠檬酸)螯合Fe2+活化PS、Fe0活化PS、CA联合Fe0活化PS〕对CH₃NH₂湿法氧化去除效果的影响. 结果表明:CH₃NH₂ 气体在酸性条件下易溶于水;单独用Fe2+或Fe0活化PS处理CH₃NH₂时,Fe0活化后的去除效果明显优于Fe2+;然而,在联合使用螯合剂CA之后,Fe2+活化的去除效果反而优于Fe0. CA螯合Fe2+的CH₃NH₂去除率由单独Fe2+活化时的32%升至64%,Fe0活化与CA联合Fe0活化去除率均提升至40%. 究其原因,可能是由于不同活化方式下Fe2+释放速率不同所致,释放速率直接影响了Fe2+的存在时间,Fe2+活化PS速率对于氧化去除效果有影响,并最终影响CH₃NH₂的脱除.      

Effects of water quality on the coagulation performances of humic acids irradiated with UV light

The presence of humic acid in drinking water treatment has received significant attention in recent years because of its adverse effects on the removal of many pollutants in coagulation. In this paper, the effects of water quality including pH, turbidity, alkalinity, and hardness on the removal of humic acid were investigated in a UV light hybridized coagulation process. Our results suggested that UV light radiation could effectively improve the removal rate of humic acid in coagulation under both neutral and basic conditions, and the variations of the selected water quality parameters had little adverse effect on the function of UV light. After UV light radiation, the removal rate of the nitro-humic acid (NHA) increased from 20% to 60% in coagulation, and increased further to 75% and 85% for the raw waters with 10.0 NTU kaolin and 100 mg·L^-1 hardness, respectively. In addition to NHA, the removal rates of the humic acid extracted from peat coal (PHA) and the humic acid provided by Japan metals and chemicals company (JHA) in coagulation were also improved, both in the range of 80%–90% after undergoing UV light radiation. By changing the radiation location from prior to coagulation to the flocculation process, similar experimental results were obtained. The formation of positive charged sites after UV light radiation was considered to be the primary factor that led to an enhanced removal of the humic acid in coagulation.     

Effect of effluent organic matter on ozonation of bezafibrate

The influence of three effluent organic matter (EfOM) model compounds, humic acid (HA), bovine serum albumin (BSA), and sodium alginate (AGS), on the ozonation of bezafibrate (BF), a typical pharmaceutical and personal care product (PPCP), was investigated. The results show that ozonation efficiently removed BF from aqueous solution with removal efficiencies>95% within 8 min for all conditions. The reaction rate of BF decreased with increasing model compounds concentrations and the influence was more pronounced for HA and BSA, while less pronounced for AGS. Although BF concentration was significantly reduced, the degree of mineralization achieved was only approximately 11%. The addition of HA and BSA improved the mineralization of the solution, while the influence of AGS was minor. The acute toxicity of BF solution during ozonation was determined using the Luminescent bacteria test, and the toxicity exhibited an initial increase and a successive reduction. An overall decreased acute toxicity was observed with an increase of HA. The presence of BSA increased the formation rate of toxicity intermediates and resulted in inhibition peak forward.     

硅藻土强化混凝去除铜绿微囊藻的影响因素研究

以原水中常见的铜绿微囊藻为研究对象,研究了联合硅藻土与聚合氯化铝(PAC)强化混凝去除铜绿微囊藻的效果.考察了PAC和硅藻土的投加量、溶液pH值、天然有机物腐植酸(HA)对藻和浊度去除的影响,并用zeta电位分析方法对混凝剂的静电中和能力进行表征.结果表明:硅藻土具有良好的助凝作用,投加其有助于改善絮体的沉降性能,提高铜绿微囊藻的混凝去除效果,PAC为6mg/L,pH值为7~8,硅藻土投加量为30mg/L时,叶绿素a(Chl-a)去除率可达96%,剩余浊度低于0.9NTU. HA存在会明显抑制铜绿微囊藻的混凝去除,当HA浓度大于1.0mg/L时, Chl-a去除率大幅度下降同时剩余浊度明显上升,硅藻土的投加可以在一定程度上缓解负面作用.     

亲水荷电超滤膜的制备及对腐殖酸的分离性能

为改善聚醚砜(PES)超滤膜的抗污染性能和提高对腐殖酸(HA)的截留率,以介孔二氧化硅(MS)为添加剂,采用相转化法制备了亲水性PES/MS复合超滤膜,并对膜表面进行荷电改性.研究了MS对膜的断面结构、表面化学性质和过滤性能的影响,考察了荷电改性PES/MS超滤膜对水中HA的分离性能以及溶液pH值、离子强度和钙离子浓度等因素对荷电膜超滤过程的影响.SEM表征结果显示,MS颗粒在PES/MS复合膜的表面分散均匀,膜孔的连通性改善.亲水荷电改性后,膜表面接触角由68°降至57°,zeta电位由-6.31mV降至-11.45mV,膜对HA的去除率由72%提高到95%,通量衰减率由29.8%减小到4.9%.结果表明,对PES超滤膜进行亲水荷电改性可有效提高对HA的截留率,同时减轻膜污染;另外,溶液的pH值、离子强度和钙离子浓度对荷电超滤膜的过滤性能有较大影响,调节合适的溶液环境可在提高截留率的同时,减轻膜污染.     

芬顿试剂氧化对污泥脱水性能的影响

利用芬顿试剂调理污泥,以W_C(污泥滤饼含水率)和CST(毛细吸水时间)作为评价污泥脱水性能的指标,通过分析污泥中各层ρ(EPS)(EPS为胞外聚合物)和上清液中小分子有机物质量浓度来阐明污泥脱水性能的变化. 结果表明:芬顿试剂调理可促进EPS氧化分解,TB-EPS(紧密结合的胞外聚合物)破解转化为LB-EPS(松散结合的胞外聚合物)和S-EPS(上清液层胞外聚合物),大幅降低W_C和CST. 试验中当pH为4,w(H₂O₂)和 w(Fe2+)均为40 mg/g时,ρ(EPS)降低了33.04%,W_C和CST分别降至63.36%和28.7 s. Pearson相关性分析表明,ρ(TB-EPS)与W_C和CST均存在显著的正相关性(P＜0.01),是影响污泥脱水性能的重要因素,而ρ(LB-EPS)和ρ(S-EPS)与污泥脱水性能的相关性较低. 液相色谱分析表明,随着芬顿试剂投加量的增大,EPS等有机物分解程度增大,污泥上清液中小分子有机物种类明显增多,其质量浓度显著升高,ρ(甲酸)和ρ(乙酸)分别由原污泥的52.72、15.99 mg/L升至446.05、522.36 mg/L.      

稀酸预处理铜藻制备生物乙醇工艺

选取暖温带海洋生态环境生物修复的首选物种——铜藻(Sargassum horneri)为原料进行生物乙醇的制备,以稀硫酸水解后的还原糖收率为响应值,考察水解温度、液固比、水解时间和w(H₂SO₄)等参数对水解效率的影响. 为优化稀酸水解铜藻预处理的工艺条件,在单因素试验的基础上,利用Box-Benhnken中心组合设计法和响应面分析法,建立稀酸预处理工艺参数的回归模型,并与酶水解及发酵相结合验证了铜藻稀酸预处理效果. 结果表明:①稀酸水解铜藻的最优工艺参数. 水解温度为120 ℃,液固比为20∶1,水解时间为2.00 h,w(H₂SO₄)为4.50%. ②稀酸水解铜藻过程中各影响因素之间存在交互作用,水解时间和w(H₂SO₄)的非线性作用显著. ③对经最佳稀酸预处理工艺处理后的铜藻粉进行酶水解,其还原糖收率为44.05%,是未预处理下的8.14倍,并且后续进行发酵后,乙醇产率达7.80%,是未预处理下的2.00倍. 表明铜藻是一种潜在的生物乙醇原料,稀酸预处理方法对铜藻生物乙醇的制备行之有效.      

致癌性卤代醌介导的脂质氢过氧化物分解的分子机制

卤代醌是许多卤芳香持久有机污染物的致癌代谢产物和饮用水消毒副产物.13-过氧羟基-9,11-十八碳二烯酸(13-HPODE)是最为广泛研究的内源性脂质过氧化物.众所周知,过渡金属离子可以催化分解13-HPODE,但尚不清楚卤代醌是否可以通过不依赖金属离子的途径促进其分解;若是如此,又有什么特异性和相似性?我们发现卤化醌如2,5-二氯-1,4-苯醌(DCBQ)可显著促进13-HPODE的分解.综合采用电子自旋共振-自旋捕获、HPLC-MS和GC-MS等分析方法,可检测到反应形成的脂质烷基自由基如戊烷基自由基、7-羧甲基自由基以及具有基因毒性的4-羟基-2-壬烯醛(HNE)等.在DCBQ和13-HPODE的反应中也能检测到两种氯醌-脂质烷氧基耦合物.我们认为卤代醌促进内源性脂质过氧化物13-HPODE分解生成活性脂质烷基自由基和基因毒性的HNE是通过一类新型的金属非依赖亲核取代与裂解机理来实现的,这也在一定程度上解释了其潜在的基因毒性和致癌性.     

Haloacetic acids in swimming pool and spa water in the United States and China

The objective of this study is to investigate the occurrence of haloacetic acids （HAAs）, a group of disinfection byproducts, in swimming pool and spa water. The samples were collected from six indoor pools, six outdoor pools and three spas in Pennsylvania, the United States, and from five outdoor pools and nine indoor pools in Beijing, China. Five HAAs （HAA5）, including monochloroacetic acid, dichloroacetic acid, trichloroacetic acid, monobromoacetic acid, and dibromoacetic acid were analyzed. Total chlorine, pH and total organic carbon concentration were analyzed as well. Results indicated that the levels of HAA5 in swimming pools and spas in the United States ranged from 70 to 3980μg·L^-1, with an arithmetic average at 1440μg·L^-1 and a median level at 1150μg·L^-1. These levels are much higher than the levels reported in chlorinated drinking water and are likely due to organic matters released from swimmers＇ bodies. The levels of HAA5 in swimming pools in China ranged from 13 to 332μg·L^-1, with an arithmetic average at 117μg·L^-1 and a median level at 114μg·L^-1. The lower HAA levels in swimming pools in China were due to the lower chlorine residuals. Results from this study can help water professionals to better understand the formation and stability of HAAs in chlorinated water and assess risks associated with exposures to HAAs in swimming pools and spas.