EGSB-CANON工艺启动及动力学特性

采用EGSB(Expanded Granular Sludge Bed)反应器,在启动全程自养脱氮(CANON)工艺中通过改变曝气方式以及优化曝气/非曝气逐步实现CANON工艺的稳定运行.通过研究不同曝气/非曝气条件下CANON工艺的脱氮性能的变化,探究系统内不同污泥粒径中功能菌的活性,揭示EGSB反应器不同的运行条件...     

矿渣基改性剂对城市污泥重金属稳定化

以城市生活污泥为研究对象,采用矿渣基改性剂在不同投加量和养护时间条件下对其改性,并通过重金属的稳定效率及形态变化分析和评价污泥中Cr、Cu、Zn、Pb、As和Cd等重金属的固化效果.结果表明:随养护时间或投加量的增加,重金属稳定效率不断提升,在养护14 d后,改性剂的投加量为50％时达到最大,其中Cu最高为69.62％...     

活性污泥法的动力学方程讨论及数学模型研究

活性污泥法水处理过程是一个复杂的生化反应过程,伴随有物理化学反应、生化反应、相变过程及物质与能量的转化和传递过程.通过对微生物动力学方程的讨论,进而建立动力学模型,比较了Monod方程和Contois方程分别来模拟有机碳在曝气条件下的生化去除过程.模型主要预测底物浓度、溶解氧、微生物增长等引起的系统响应,为污水处理厂的运行提供指导.     

3种运行模式下CAST工艺脱氮性能

以模拟城市污水为处理对象,采用循环式活性污泥法（CAST）反应器,对3种运行模式（M1：常规模式,M2：缺氧好氧模式、M3：缺氧好氧交替模式）下系统的脱氮性能进行了研究,比较了各模式下CAST反应器的氨氮和总氮的去除效率,并对各模式下典型周期内氮基质浓度变化进行了考察,以确定系统的脱氮模式。结果表明,在氨氮去除不成为限制条件（去除率〉90％）的条件下,3种运行模式下系统总氮的平均去除率分别为67．3％、70．6％和82．4％,以缺氧好氧交替模式下的最高;M1、M2和M3均可实现亚硝酸型硝化,但随着温度的升高,亚硝酸型硝化逐渐消失。静态实验分析表明,3种模式下系统的氨氧化速率大小次序为：vN：M1〉vN：M2〉vN：M3,反硝化速率大小次序为：vDN,M2〉vDN,M3〉vDN,M1。     

含重金属水处理污泥的固化和浸出毒性研究

工业危险固体废物在进行安全填埋前需要进行固化稳定处理。针对电镀厂和皮革厂含重金属的水处理污泥 ,用不同比例的水泥、粉煤灰进行固化稳定处理。考虑酸雨环境 ,浸出实验采用TCLP标准。电镀厂污泥单独固化时 ,其浸出液中铜离子浓度由 78 0mg/L下降到 1 5mg/L ;镍离子浓度由 2 2 4 5mg/L下降到 2 2 2mg/L ,高于危险废物允许进入填埋区 15mg/L的控制限值。电镀厂污泥与皮革厂污泥混合后固化 ,浸出液毒性明显降低。铜离子的浸出浓度降低到1 98mg/L ,镍离子降低到 4 10mg/L ,总铬降低到 0 4 0mg/L ,各项指标均低于国家危险废物允许进入填埋区的控制限值 ,可安全填埋。     

Sewage sludge ditch for recovering heavy metals can improve crop yield and soil environmental quality

• Indirect use of sludge in ditches alongside plants was tested in field experiments. • The dried and stabilized sludge in ditches was recovered with heavy metals. • Cd, Pb, Cu and Zn in the planted soil were all in a safe range. • The indirect use of sludge increased plant yield, soil N content and C storage. The treatment and disposal of municipal sewage sludge (MSS) is an urgent problem to be resolved in many countries. Safely using the nutrients within MSS to increase crop yield and enhance the fertility of poor soil could contribute to achieving sustainable development. An indirect use of MSS in ditches alongside Pennisetum hybridum plants was studied in field plots for 30 months and the contents of heavy metals and macronutrients were monitored in soil, sludge and plant samples. We found that the yield of P. hybridum was significantly increased by 2.39 to 2.80 times and the treated plants had higher N content compared with no sludge. In addition, the organic matter (OM) and N contents in the planted soil increased significantly compared with the initial soil. The OM content in the planted soil of the MSS treatment was 2.9 to 5.2 times higher than that with no sludge, and N increased by 2.0 to 3.8 times. However, MSS had no significant effect on the N, P and K contents in the soil at the bottom of the MSS ditch, and the content of heavy metals (Cd, Pb, Cu and Zn) were also within the safe range. Moreover, the moisture content and phytotoxicity of MSS after this indirect use were reduced and the heavy metal contents changed little, which is favorable to the further disposal of recovered MSS. Therefore, this indirect use of MSS is beneficial to agricultural production, soil quality and environmental sustainability.     

Performance and bioparticle growth of anaerobic baffled reactor (ABR) fed with low-strength domestic sewage

We investigated the performance of a 15.3 L capacity anaerobic baffled reactor (ABR) toward the treatment of low-strength domestic wastewater. The start-up period of the ABR was finished within approximately 130 days at a temperature below 25°C. The average COD_Cr in the effluent was 165 mg·L^-1, and the corresponding COD_Cr removal efficiency of the ABR was 52.3%. During the third stage (from day 130 to day 233) of ABR operation, the average COD_Cr in the effluent reached 71 mg·L^-1, which meets the secondary discharge requirement of the Integrated Wastewater Discharge Standard (GB 18918-2002, China). Moreover, partial microbial separation was observed along the five ABR compartments through scanning electron microscopic images. The geometric mean diameter of bioparticles in the five compartments increased from 0.050 mm to 0.111, 0.107, 0.104, 0.110, and 0.103 mm during the start-up stage. After operation for 179 days, the corresponding diameters further increased to 0.376, 0.225, 0.253, 0.239, and 0.288 mm, respectively. The fractal dimensions of the bioparticles indicated that these particles have smoother surfaces and more compact structures during ABR operation. Morphological analysis of the bioparticle sections demonstrated that the bioparticles have a pore volume of 30%–55%. The highest porosity was observed for the bioparticles in the second ABR compartment, whereas the lowest fractal dimension of bioparticle section was observed in the fifth compartment.     

Simulation of long-term nutrient removal in a full-scale closed-loop bioreactor for sewage treatment: an example of Bayesian inference

In this study, the performance of nitrogen and phosphorus removal in a full-scale closed-loop bioreactor (oxidation ditch) system was simulated using the ASM2d model. Routine data describing the process for two years were compiled for calibration and validation. To overcome the identifiability problem, the classic Bayesian inference approach was utilized for parameter estimation. The calibrated model could describe the long-term trend of nutrient removal and short-term variations of the process performance, showing that the Bayesian method was a reliable and useful tool for the parameter estimation of the activated sludge models. The anoxic phosphate uptake by polyphosphate accumulating organisms (PAO) contributed 71.2% of the total Poly-P storage, which reveals the dominance of denitrifying phosphorus removal process under the oxygen limiting conditions. It was found that 58.7% of the anoxic Poly-P storage and denitrification by PAO in the reactor was achieved in the aerated compartment, implying that the PAO’s anoxic activity was significantly stimulated by the low dissolved oxygen (DO) level in this compartment due to the oxygen gradient caused by brush aerator.     

城市污泥堆肥用作草坪基质研究进展

针对城市污泥堆肥特点,阐述了国内外城市污泥堆肥用作草坪基质的研究现状。总结了污泥堆肥用于草坪生产存在的问题,并认为研究重点应放在污泥堆肥混合基质的组成、水肥管理技术、草种的筛选、规范堆肥生产和草坪质量综合评价标准及可能存在的环境问题等方面。另外,需要加大高新技术的投入促进产业化,以便为污泥堆肥用作草坪基质提供确实的理论指导和技术支持。     

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.