典型印染废水处理过程中芳香烃化合物的污染特征及污泥生态风险评价

采用GC-MS测定了典型综合印染废水处理厂废水和污泥中芳香烃化合物的含量.结果表明,原水中苯系物总量为203.96±15.18μg·L-1,其中二甲苯占62.7%,尾水中苯系物总量为0.2±0.029μg·L-1,整个处理工艺对苯系物的去除效率为99%.原水中多环芳烃(PAHs)总浓度达1349.51±35.77 ng·L-1,以3—6环为主,主要富集在颗粒物上.整个工艺对PAHs的去除效率为95%,尾水中PAHs总浓度为65.81±20.99ng·L-1,以2—3环为主.干污泥中PAHs含量高达2996.10±151.0 ng·g-1,污泥吸附为水相中PAHs去除的主要机理之一.印染污泥直接填埋或农用会引起潜在的生态危害.     

药品和个人护理用品在固体基底中的检测方法和分布现状

药品和个人护理用品(Pharmaceuticals and personal care products,PPCPs)在环境中广泛存在,威胁生态环境和人类健康,受到越来越多的关注.本文综述了固体基底中PPCPs的检测方法,总结了国内外污泥、土壤、沉积物等基底中PPCPs的污染现状,并对PPCPs的进一步研究进行了展望.结果表明,PPCPs的检测方法朝多样化和趋优化的方向发展.污泥样品中PPCPs种类多、浓度高(μg·kg-1—mg·kg-1),土壤和沉积物中虽然浓度不高,但是总量不可小觑.目前,固体基底中的PPCPs还需要更全面和更广泛的研究.     

Leaching-induced migration and compositional form change of Cu,Zn, and Cd from sludge to loess

Land utilization of sewage sludge has become one of the major issues in environmental mitigation in China. This is particularly important in the Loess Plateau of Northwest China. Sludge enriched with organic matter and nutrients might effectively help to resolve the problems of silty loess soils as evidenced by porosity defect, structural alterations and absence of fertility. After sludge flows into the loess, irrigation water contains heavy metals that leach and migrate into sludge and consequently related human health risks may occur that raise concerns; and this situation needs to be rectified. The characteristics of the vertical migration and composition form change of Cu, Zn, and Cd from composted sludge to loess, and corresponding influencing factors, were investigated by performing a soil column simulation test under the leaching treatment of a one-year irrigation water capacity. Results demonstrated that: (1) composted sludge significantly improved loess fertility, and irrigation leaching transported only a small quantity of organic matter in sludge in the plough layer; (2) although some of the Cu, Zn, and Cd in composted sludge migrated to and concentrated in the middle and upper layers of the soil column during leaching, these metals were mostly retained in the plough layer; and (3) after the leaching treatment of the one-year irrigation water capacity, the compositions of Cu, Zn, and Cd (particularly Cu and Zn) in both plough layer and loess began to stabilize with low concentrations in the exudate. These findings confirmed the applicability of composted sludge in loess regions. This study provided a new insight into the sludge reuse in alkaline soils in arid and semi-arid region.     

Aerobic treatment of palm oil mill effluent

In this study treatment of palm oil mill effluent (POME) was investigated using aerobic oxidation based on an activated sludge process. The effects of sludge volume index, scum index and mixed liquor suspended solids during the acclimatizing phase and biomass build-up phase were investigated in order to ascertain the reactor stability. The efficiency of the activated sludge process was evaluated by treating anaerobically digested and diluted raw POME obtained from Golden Hope Plantations, Malaysia. The treatment of POME was carried out at a fixed biomass concentration of 3900+/-200mg/L, whereas the corresponding sludge volume index was found to be around 105+/-5mL/g. The initial studies on the efficiency of the activated sludge reactor were carried out using diluted raw POME for varying the hydraulic retention time, viz: 18, 24, 30 and 36h and influent COD concentration, viz: 1000, 2000, 3000, 4000 and 5000mg/L, respectively. The results showed that at the end of 36h of hydraulic retention time for the above said influent COD, the COD removal efficiencies were found to be 83%, 72%, 64%, 54% and 42% whereas at 24h hydraulic retention time they were 57%, 45%, 38%, 30% and 27%, respectively. The effectiveness of aerobic oxidation was also compared between anaerobically digested and diluted raw POME having corresponding CODs of 3908 and 3925mg/L, for varying hydraulic retention time, viz: 18, 24, 30, 36, 42, 48, 54 and 60h. The dissolved oxygen concentration and pH in the activated sludge reactor were found to be 1.8-2.2mg/L and 7-8.5, respectively. The scum index was found to rise from 0.5% to 1.9% during the acclimatizing phase and biomass build-up phase.     

藻-菌颗粒污泥中微生物胞外多糖特性研究

藻-菌颗粒污泥（Microalgal-bacterial granular sludge,MBGS）工艺在城市污水生物处理领域引起了越来越多的研究兴趣.胞外多糖（Polysaccharides,PS）是胞外聚合物（Extracellular polymeric substances,EPS）的重要组分,是维持颗粒稳定性的关键物质之一.研究了MBGS中PS的凝胶性能,以及松散结合的胞外聚合物（Loosely bound EPS,LB-EPS）和紧密结合的胞外聚合物（Tightly bound EPS,TB-EPS）中PS的含量、分布及单糖组成,并探究了MBGS的EPS中PS可能的微生物来源.结果表明,MBGS的PS具有凝胶性,主要分布在TB-EPS中,含量为 （40.06±2.30） mg·g^-1,其中半乳糖、葡萄糖和鼠李糖为主要单糖组分,而果糖和古罗糖醛酸未被检出.Thauera、Hydrogenophaga、Azoarcus和Acutodesmus是PS的主要微生物潜在来源.本文研究结果阐释了MBGS PS的基本特性,为MBGS工艺的稳定运行提供了理论基础.     

碳中和趋势下数学模拟在污水处理系统中的发展与综合应用

数学模拟技术在污水处理方面被广泛应用,为了系统总结相关技术,本文回顾了污水处理系统中数学模拟技术的发展历程;综述了活性污泥模型(ASM)与机器学习(ML)在水质预测及参数工况优化领域中的应用;重点探究了污水处理系统中温室气体排放模型,以及多目标优化模型在污水处理系统中温室气体排放(GHG)、出水质量(EQI)和运行成本(OCI)的权衡问题;归纳了数学模拟技术在实现污水厂能量自给与资源回收的应用发展.研究结果表明数学模拟技术能准确预测出水水质、快速优化工艺参数、权衡温室气体排放、出水水质与运行成本之间的关系、以及提高资源回收效率等.因此,数值模拟技术可有效指导污水处理工艺的运行优化以及管理,为污水处理行业减污降碳协同增效提供技术支撑.     

生物酶对初沉污泥厌氧发酵产短链脂肪酸的调控研究

旨在通过生物酶调节(碱性蛋白酶、中性蛋白酶和α-淀粉酶)提高初沉污泥的厌氧发酵效率,并通过微生物群落结构解析,SCFAs (short-chain fatty acids,SCFAs)组分分析等揭示其调控机理.结果表明,3种生物酶均可增强初沉污泥水解和产酸作用,碱性蛋白酶调控系统对初沉污泥厌氧发酵的促进效果最为明显,发酵第4d SCFAs的产量和产率分别达到1508mg COD/L和0.174g COD/g VSS.对比控制组,SCFAs的产量和产率分别增加了1129mg COD/L和0.13g COD/g VSS.微生物群落结构分析表明,在碱性蛋白酶调控发酵系统中,Lentimicrobium、Proteiniphilum和Bacteroides等发酵相关菌群的相对丰度得到了改善,Methanosaeta、Methanospirillum等产甲烷古菌的活性受到了抑制.同时,生物酶调控对促进发酵过程乙酸占比也有促进作用.     

铁盐浸渍强化污泥活性炭-甲醇热质传递特性

针对以市政污泥为核心的炭素前驱体开展原位铁盐浸渍磁修饰,通过响应曲面试验设计优化并制备了新型原位浸渍炭IM-WNC;以成品炭的后浸渍磁修饰炭PM-WNC为参比,考察了原位浸渍与后浸渍磁修饰过程对污泥活性炭-甲醇工质对的吸附/解吸速率、吸附等温线、吸附床传热性能、制冷量及制冷功率等方面的影响。结果表明:与后浸渍过程相比,原位铁盐浸渍有利于保持污泥炭总孔容积(0.6608cm³/g)及比表面积(1122m²/g)水平,能显著提升致密化污泥炭IM-WNC的导热系数(600kg/m³,4.586W/(m·K))、甲醇Sokoda&Suzuki平衡吸附量((528.74±15.86)mg/g)和Langmuir最大吸附量((673.99±13.52)mg/g)。升温脱附与冷却吸附循环体系内,IM-WNC致密化吸附床中心温度峰谷差值可达到69.07℃。当循环时间为76min,解吸温度为100℃时,IM-WNC吸附制冷床的制冷量和制冷功率分别达到501.43kJ/kg和799.06kJ/(kg·h),较PM-WNC分别提升了15.61%和18.69%。     

A novel approach to estimate and control denitrification performance in activated sludge systems with respirogram technology

Respirogram technology has been widely applied for aerobic process, however, the response of respirogram to anoxic denitrification is still unclear. To reveal such response may help to design a new method for the evaluation of the performance of denitrification. The size distribution of flocs measured at different denitrification moments demonstrated a clear expansion of flocs triggered by denitrification, during which higher specific endogenous and quasi-endogenous respiration rates (SOUR_e and SOUR_q) were also observed. Furthermore, SOUR_q increases exponentially with the specific denitrification rate (SDNR), suggesting that there should be a maximum SDNR in conventional activated sludge systems. Based on these findings, an index R_q/t, defined as the ratio of quasi-endogenous (OUR_q) to maximum respiration rate (OUR_t), is proposed to estimate the denitrification capacity that higher R_q/t indicates higher denitrification potential, which can be readily obtained without complex measurement or analysis, and it offers a novel and promising respirogram-based approach for denitrification estimation and control by taking measures to extend anoxic time to maintain its value at a high level within a certain range.     

Potassium ferrate pretreatment promotes short chain fatty acids yield and antibiotics reduction in acidogenic fermentation of sewage sludge

During the acidogenic fermentation converting waste activated sludge (WAS) into short-chain fatty acids (SCFA), hydrolysis of complex organic polymers is a limiting step and the transformation of harmful substances (such as antibiotics) during acidogenic fermentation is unknown. In this study, potassium ferrate (K₂FeO₄) oxidation was used as a pretreatment strategy for WAS acidogenic fermentation to increase the hydrolysis of sludge and destruct the harmful antibiotics. Pretreatment with K₂FeO₄ can effectively increase the SCFA production during acidogenic fermentation and change the distribution of SCFA components. With the dosage of 0.2 g/g TS, the maximum SCFA yield was 4823 mg COD/L, which is 28.3 times that of the control group; acetic acid accounts for more than 90% of the total SCFA. The higher dosage (0.5 g/g TS) can further increase the proportion of acetic acid, but inhibit the overall performance of SCFA production. Apart from the promotion of hydrolysis and acidogenesis, K₂FeO₄ pretreatment can also simultaneously oxidizes and degrades part of the antibiotics in the sludge. When the dosage is 0.5 g/g TS, the degradation efficacy of antibiotics is the most significant, and the contents of ofloxacin, azithromycin, and tetracycline in the sludge are reduced by 69%, 42%, and 50%, respectively. In addition, K₂FeO₄ pretreatment can also promote the release of antibiotics from sludge flocs, which is conducive to the simultaneous degradation of antibiotics in the subsequent biological treatment process.