污水厂污泥与厨余垃圾厌氧/混合厌氧消化研究进展

本文主要对国内外城市污水厂污泥与厨余垃圾混合厌氧消化的研究进行了综述,介绍了厌氧消化技术在污水厂污泥和厨余垃圾处理处置中的应用,对两种废物单独厌氧消化和混合厌氧消化技术进行了比较,分析了城市污水厂污泥与厨余垃圾混合厌氧消化的可行性以及工艺参数对混合厌氧消化的影响,并对城市污水厂污泥与厨余垃圾的混合厌氧消化技术的研究和应用提出了展望。     

污泥高固体厌氧消化研究进展

厌氧消化是实现污泥的减量化、稳定化和资源化的重要手段,相对于传统的低浓度污泥厌氧消化工艺高固体污泥厌氧消化可以直接利用污水处理厂排放的脱水污泥,具有设施体积小、单位容积产气率较高和水耗及能耗较低等优势。本文综述了近年来污泥高固体消化的研究进展,从污泥高固体厌氧消化的基本特征出发,总结了污泥高固体厌氧消化的影响因素和对反应器的要求;同时对污泥高固体消化存在的搅拌不匀、传质传热困难、有机质降解率偏低、搅拌系统不成熟等问题作了简要分析,这些问题都还有待于深入研究解决。     

PAM投加量对臭氧氧化厌氧消化耦合工艺污泥脱水性的影响

提高污泥的脱水性是降低污泥处理难度的必要前提.本文以传统厌氧消化工艺为参照,研究臭氧氧化厌氧消化耦合工艺对化学一级强化污泥脱水挂的影响,以及PAM投加量对厌氧消化污泥脱水性的影响.结果表明,与浓缩污泥相比,传统厌氧消化后污泥脱水性下降了11.8％,而臭氧氧化厌氧消化耦合工艺中污泥没有变化;随着PAM投加量的增加,污泥的脱水性能显著提高;当PAM梗加量为2.0 mg/g DS时,臭氧氧化厌氧消化耦合工艺中污泥的脱水性能达到最佳状态,而当PAM投加量为2.5 mg/g DS时,厌氧消化工艺中污泥的脱水性能才达到最佳状态.     

荷兰废水厌氧处理技术与科研进展考察

本文在简要地报道了赴西欧荷兰考察废水厌氧处理技术和科研进展概况后,重点介绍高效厌氧工艺UASB(上流式厌氧污泥床)的设计特点、研究进展和在(?)水厌氧处理中生产规模虚用情况与UASB反应器相匹配的关键生物枝术—高活性厌氧污泥颗粒化研究应用进展,有关颗粒污泥形状、类型、微生物组成、形成机理及厌氧活性污泥颗粒化的主要影响因素等,希望能借鉴国外先进厌氧工艺UASB及其厌氧颗粒化污泥培养技术应用于我国废水厌氧处理中,为提高我国废水厌氧消化技术水平提供参考。     

污泥高温好氧消化的研究进展

高温好氧消化工艺（Thermophilic Aerobic Digestion--TAD）是一种具有较高的稳定效率和病原菌灭活率的污泥稳定化处理工艺。本文从工艺原理、关键运行参数、处理效果、与中温厌氧结合等方面对高温好氧消化的研究现状进行综述，并对该研究领域中关于VFA（Volatile Fatty Acids）积累、微氧环境生态及运行控制参数等几个研究热点问题进行了分析，供相关的研究者参考。     

城市污水厂混合污泥好氧消化处理研究

以城市污水处理厂的初沉污泥与剩余污泥的混合污泥为对象,研究了影响污泥好氧消化处理的各项因素.通过测定氧摄取速率(OUR)和此污泥好氧速率(SOUR),对实验结果进行了探讨.     

城市污水处理厂剩余污泥中温厌氧消化处理研究

应用污水处理厂剩余污泥开展污泥中温厌氧消化实验，对一系列影响污泥厌氧消化反应的因素进行了考察。实验结果表明：由于污泥C／N值较低，单独消化非常困难，有机物分解率比较低，分解速度慢，气体发生量少。在35℃时，污泥投配率为7．5％～10％，基质的去除率可达到35．54％。37．62％，去除单位基质的产甲烷量为O．265～O.274m^3／kgCOD。     

低温热水解提高污泥厌氧消化性能的研究

先将剩余污泥进行低温热水解预处理,其后测定生物化学甲烷势(BMP)来研究热水解对剩余污泥厌氧消化性能的影响。结果表明:污水厂剩余污泥经低温热水解处理可使污泥固体溶解和水解,从而提高剩余污泥厌氧消化性能。最适宜的热水解条件为70℃,24 h,此时剩余污泥TCOD去除率由18%提高到30%,热水解处理后沼气产量提高63%。     

含油污泥特性指标分析

含油污泥的处理效果受污泥组成和特性影响显著。文章对含油污泥的含油率、含水率、总悬浮固体含量、污泥沉降比、污泥比阻、pH值和挥发性固体含量等物理、化学及生物降解特性等指标进行分析，对合理选择含油污泥处理方法有一定的参考意义。     

厌氧氨氧化工艺处理猪场废水沼液的试验研究

本文以实际猪场沼气废水为研究对象，以ASBR为反应器，接种厌氧消化污泥培养厌氧氨氧化细菌，厌氧氨氧化阶段成功启动后，研究了厌氧氨氧化脱氮最佳运行工艺。试验研究表明，厌氧氨氧化反应适宜的温度在35（±1）℃之间，适宜的pH在7．5—8．0之间，HRT选用24h。当达到最佳运行参数时，NH4＋-N的去除率达到87．6％，NO2- -N的去除率达到99．96％。     

市政污泥与高浓度废弃物的厌氧共消化：一种生物质能源净产生的途径

厌氧共消化是一种绿色、实用的回收废弃物中能源的技术。本文介绍了厌氧共消化技术的原理，并介绍了美国佐治亚州F. Wayne Hil水资源处理中心采用油脂废弃物（FOG）和含糖工业废水与市政污泥进行连续流厌氧共消化的实际应用案例。结果表明，厌氧共消化可显著提高甲烷产量达2倍以上，甲烷产量随着高浓度有机废弃物负荷率及厌氧消化反应器停留时间的延长而增加，且COD和VS降解率可保持在合理范围内，经济效益显著。     

Improving anaerobic sewage sludge digestion by implementation of a hyper-thermophilic prehydrolysis step

The present study focuses on a two-step process for treatment and stabilisation of primary sludge. The process consists of a hyper-thermophilic hydrolysis step operated at 70 degrees C and a hydraulic retention time (HRT) of 2 days followed by a thermophilic (55 degrees C) anaerobic digestion step at a HRT of 13 days. A one-step anaerobic digester operated at 55 degrees C and 15 days HRT was used as a reference process. The two-step process was characterized by a 12% higher organic suspended solids removal efficiency and better pathogen reduction effect than the conventional one-step digestion. The microbial community of the digester fed with pre-treated sludge was characterised by a higher activity compared to that of the digester treating raw sludge. Moreover, the pre-treatment of the primary sludge resulted up to 48% increase of the methane potential (20.09 and 13.56mmolCH(4)g(-)VS(-1) with and without pre-treatment, respectively) and up to 115% increase of the methane production rate. Finally it was shown that the extra energy requirements for the operation of a pre-treatment step would be covered by the energy produced from the extra methane production and in addition there would be a significant energy surplus of 2.17kJd(-1) for the system tested.     

污泥厌氧消化预处理技术综述

全球环境问题已成为国际社会关注的焦点,围绕全球气候变化,降低温室气体排放,寻求再生能源,节能减排已成为目前国际科技发展的方向。通过"十一五"污水处理厂的建设,每年污泥产量已接近3000万吨(含水率80%脱水污泥计)以上,且以每年10%的速度递增。其处理与处置是制约社会经济发展的重要问题。但是,城市污泥蕴含有大量生物质能,通过借鉴国外先进技术与经验,开发城市污泥生物质能提取和利用技术,对我国节能减排具有重要战略意义。由于细胞壁的存在,使得污泥水解成为限制厌氧消化效率的重要瓶颈,而污泥强化预处理可有效提高污泥细胞壁的破坏,溶出胞内有机物,最大化回收剩余污泥中的有机能源。目前,预处理技术较多,如超声波预处理、热处理、微波预处理、碱解处理、臭氧预处理等,本文从物理、化学等角度分析了不同预处理对厌氧消化技术的影响。     

Modeling of real scale waste activated sludge anaerobic digestion process by Anaerobic Digestion Model 1 (ADM1)

In this study, real-scale wastewater treatment plant (Hurma WWTP) sludge anaerobic digestion process was modeled by Anaerobic Digestion Model (ADM1) with the purpose of generating the data to understand the process better by contributing to the prediction of the process operational conditions and process performance, which will be a base for future anaerobic sludge stabilization process investments.

Real-scale anaerobic sludge digestion process data was evaluated in terms of known process and state variables and also process yields. Average VS removal yield, methane production yield, and methane production rate values of the anaerobic sludge digestion unit were calculated as 46.4%, 0.49 m³CH₄/kg VS_removed, and 0.33 m³ CH₄/m³day, respectively. In this study, ADM1 was intended to predict the behavior of real-scale anaerobic digester processing sewage sludge under dynamic conditions. To estimate the variables of real-scale sludge anaerobic digestion process with high accuracy and to provide high model prediction performance, values of the four parameters (disintegration rate constant, carbohydrate hydrolysis rate constant, protein hydrolysis rate constant, and lipid hydrolysis rate constant) that have strong effects on structured ADM1 were estimated by using the parameter estimation module in Aquasim program and their values were found as 0.101, 10, 10, and 9.99, respectively. When the numbers of kinetic parameters with the processes included in ADM1 along with the dynamic and non-linear structure of the real scale anaerobic digestion were taken into consideration, model simulations were in good agreement with measured results of the biogas flow rate, methane flow rate, pH, total alkalinity, and volatile fatty acids.     

通风条件对城市污水厂污泥好氧堆肥过程的影响

本文选择堆肥熟料作为添加剂与城市污水厂污泥混合进行好氧堆肥。通过对温度、耗氧速率、有机物、含水率、pH值和氨氮等指标的分析,重点研究了不同通风条件对堆肥过程的影响。实验结果表明,污泥与熟料混合后,有机物含量较低,堆肥速率较快,对通风条件的改变比较敏感。当通风量低于0.025m3/(m3.min)时,堆肥前期系统供氧不足,堆肥速率较慢,耗时长,同时堆体内变为厌氧环境,pH值变低,臭气产生量高;当通风量高于0.05m3/(m3.min)以及采用变风量通风时,在保证供氧量充足的同时,具有较长的高温期,具有臭气产生量小、堆肥速率快的优点,但采用变风量通风更加节能。     

An overview on biogas generation from anaerobic digestion of food waste

Food waste is an inevitable type of waste in every city, and its treatment technology evolves with time. Due to the high organic content and high biodegradability of food waste, anaerobic digestion becomes a commonly accepted treatment method to deal with it. This review article summarizes key factors for anaerobic digestion and provides useful information for successful anaerobic digestions. Reasonable temperature and pH are essential for a successful and productive anaerobic digestion process. A good inoculum to substrate ratio triggers a profitable food waste digestion. Good mixing and small particle sizes are important factors too. In addition, the pros and cons of different reactors to food waste digestion are highlighted. Moreover, co-digestion of food waste with animal manures, sewage sludge, and green waste were introduced.     

S-TE剩余污泥溶解过程中VSS的变化研究

从土壤中筛选出1株能分泌胞外酶、促进污泥溶解的嗜热脂肪芽孢杆菌Bacillus stearothermophilusAT07-1,将AT07-1培养液接种到不同浓度（TSS约为7.5、14.5、20.5 g/L）的剩余污泥中,于65℃进行嗜热菌溶解试验,并与未接种试验进行对比。结果表明,接种嗜热菌AT07-1促进了污泥中悬浮固体的溶解。60h时接种试验VSS的溶解率分别为61.41%、53.79%、41.86%,比不接种试验同期分别提高了27.57%、25.24%、16.26%。试验条件下VSS溶解过程在初始阶段（t=3d）符合一级反应动力学模型,接种后溶解速率常数Kd显著提高,从0.12 d-1、0.08 d-1、0.09 d^-1分别增加到0.27 d^-1、0.24 d^-1、0.13 d^-1。