污水污泥低温热解处理技术研究

污水污泥低温热解是一种发展中的能量回收型污泥热化学处理技术。本研究对此过程进行了间歇实验研究,取得了最高能量回收率时的反应条件。以此为基础并结合文献数据,讨论了过程的能量平衡影响因素和经济估算问题。结果表明,最优反应条件为：反应温度270℃,停留时间30min;全过程能量平衡主要受脱水泥饼含水率影响,临界含水率78%;过程处理成本低于焚烧法。     

污水污泥热解过程与产气特性的实验研究

采用热失重分析的方法研究南昌市污水处理厂的两种污泥的热解，得到了两种污水污泥的TG—DTG曲线；采用电阻炉对污水污泥进行热解产气实验。实验结果显示，污水污泥热解主要分为三个阶段：水分析出阶段、挥发分析出阶段和无机物分解阶段。热解气体的成分有CO2、CO、H2、CH2、C2H4和C2H6，低温时主要成分是CO2，随着实验中热解温度的升高CO2的含量减少，而H2和CO的含量上升。     

Effect of pyrolysis temperature and hold time on the characteristic parameters of adsorbent derived from sewage sludge

According to the Doehlert‘s matrix method, the adsorbent derived from sewage sludge was prepared through chemical activation under controlling the pyrolysis temperature and hold time. The characteristic parameters including the total yield, adsorption of methylene blue, adsorption of iodine, BET surface area, micro-pore volume are 35%-49%, ]6..5--38 mg/g, 28.5--362 mg/g, 18.5--359 m^2/g, and 0.112--0.224 m^3/g, respectively. According to the experimental data, the multi-linear regression method was adopted to fit the relations between the characteristic parameters and influential factors. At final, through optimization method, the optimal adsorbent is obtained when using 62 min as hold time and 1105K as pyrolysis temperature. Under the conditions, the adsorbent was produced and compared the characteristic parameters with model forecast value, the coherence is satisfied.     

污泥的热解动力学特性研究

采用差示热天平获得造纸污泥和污水处理厂污泥的ＴＧ，ＤＴＧ，ＤＴＡ曲线，对污泥燃烧的物理化学过程进行了详细分析．差热曲线的计算分析表明，污泥热解反应是一个一级反应过程，据此获得了污泥的动力学参数———频率因子和活化能，最后得到污泥的热解动力学方程．     

Effects of temperature and composite alumina on pyrolysis of sewage sludge

An interactive dual-circulating fluidized bed system has been proposed in which the pyrolysis of sewage sludge(SS) and incineration of biomass proceed simultaneously, and alumina is used as the bed material and heat carrier. The alumina coated with biomass ash would mix with sewage sludge in the pyrolysis reactor of this device. It is important to know the influence of composite alumina(CA) on the pyrolysis progress. Sewage sludge was pyrolyzed in a fixed bed reactor from 400 to 600°C using CA as catalyst. The effects of temperature and CA additive ratio on the products were investigated. The product yields and component distribution of non-condensable gas were more sensitive to the change of temperature, and the maximum liquid yield of 48.44 wt.% and maximum Useable Energy of Liquid of 3871 k J/kg sludge were observed at 500°C with 1/5 CA/SS(mass ratio). The gas chromatography–mass spectrometry results showed that the increase of temperature enhanced devolatilization of organic matter and promoted cyclization and aromatization of aliphatics. The presence of CA could strengthen secondary cracking and interaction among primary products from different organic compounds, such as acid–amine condensation,and reduce the content of oxygenated compounds. When the CA additive amount exceeded a certain proportion, the aromatization was clearly strengthened. The effects of CA on decomposition of fatty acids and formation of aromatics were similar to that of temperature. This means that the reaction temperature could be lowered by introducing CA, which has a positive effect on reducing energy consumption.     

Ambient air temperature Effects on the temperature of sewage sludge composting process

Using data obtained with a full-scale sewage sludge composting facility, this paper studied the effects of ambient air temperature on the composting temperature with varying volume ratios of sewage sludge and recycled compost to bulking agent. Two volume ratios were examined experimentally, 1 ： 0 ： 1 and 3 ： 1 ： 2. The results show that composting temperature was influenced by ambient air temperature and the influence was more significant when composting was in the temperature rising process： composting temperature changed 2.4-6.5℃ when ambient air temperature changed 13℃. On the other hand, the influence was not significant when composting was in the high-temperature and/or temperature falling process： composting temperature changed 0.75-1.3℃ when ambient air temperature changed 8-15℃. Hysteresis effect was observed in composting temperature＇s responses to ambient air temperature. When the ventilation capability of pile was excellent（at a volume ratio of 1：0：1）, the hysteresis time was short and ranging 1.1-1.2 h. On the contrary, when the proportion of added bulking agent was low, therefore less porosity in the substrate（at a volume ratio of 3：1：2）, the hysteresis time was IonQ and ranging 1.9-3.1 h.     

城市污水厂污泥低温热解动力学模型研究

依据对城市污水厂污泥低温热化学转化（热解）反应机理研究的结果，提出污泥热解反应的二级串联竞争反应模型。由非等温（恒速升温）和拟等温污泥T GA实验数据支持，对反应模式导出的动力学模型进行了参数估值。模型可对相关反应器的发展提供支持。     

市政污泥热解过程颗粒物中重金属分布

以深圳市某污水处理厂的污泥为原料,研究了污泥热解过程产生的颗粒物及其中8种重金属的分布规律.结果表明,颗粒物的生成速率分别在400~600℃和1000℃保温30min的两个区间内达到峰值.8种重金属的热挥发性由大到小依次为Cd > Zn > As > Pb > Mn > Ni > Cu > Cr,而其在颗粒物中富集能力大小顺序为Pb > As > Mn > Zn > Cd > Ni > Cr > Cu.颗粒物重金属在热解气中的体积浓度随热解过程呈上升趋势,Zn和Cd则在升温阶段（1000℃以前）达到峰值后开始降低.研究表明,污泥热解颗粒物富集的重金属超标,因而污泥热解尾气颗粒物的去除装置十分必要.     

垃圾筛上物热解特性的实验研究

在小型外热式固定床热解炉实验台上,开展了垃圾筛上物在550℃至750℃范围内热解特性的实验研究,并进行系统能量的分析．得到了热解炉内不同部位物料的温度变化和不同热解终温下的热解产气速度、产气量及其它产物产量．结果表明．热解炉内各部位温度先升高后趋于稳定．产气速度在20min左右达到最大,且最大产气速度、热解液体量、产气量随终温升高而增加,残炭量则随终温升高而减少．其中750℃下热解得到产物：127.765g热解液,102．101L热解气和220．18g残炭．700℃下能量平衡分析表明：热解气和残炭的热值较高．垃圾热解产物经过处理后作为燃料应用在热解过程中可以减少外界能量的消耗．提高系统运行的经济性．     

城市污泥两段式催化热解制合成气研究

为了把城市污泥中温热解产生的挥发性产物转化为可直接利用的洁净可燃性气体或重要的化工原料合成气,采用两段式热解装置对城市污泥进行了催化热解实验研究,讨论了不同催化剂对城市污泥热解挥发性产物的催化裂解能力,结果表明:城市污泥在热解终温500℃,热解液产率最大,超过500℃,热解液产率减少,热解气增多,固相产率基本不变;城市污泥热解液的裂解温度需在900℃以上,产生的气体组分主要为H2、CO、CH4等小分子非冷凝性气体;Ni/分子筛复合催化剂对热解液转化为合成气的作用效果较好,合成气体(H2+CO)体积含量占气体总量的85%以上.     

低温热解油厌氧消化产甲烷条件研究

对低温热解油的厌氧消化条件进行研究,包括新鲜接种污泥的驯化,热解油厌氧消化条件的影响因素和生物质热解参数对最终厌氧消化的影响.通过控制不同热解参数及厌氧发酵参数的方法对耦合过程进行研究.结果 表明,新鲜接种污泥经过驯化可以显著提升其对热解油中抑制物的耐受性,进而大幅提升热解油厌氧消化的甲烷产量.中温的培养条件更适合浓度...     

湿污泥热解制取富氢燃气影响因素研究

采用管式炉热解装置,在700～1000℃温度范围内对不同含水率的生物污泥进行中高温常压热解实验,研究了加热模式、热解终温、物料含水率及升温速率对热解产物产率及气相产物组成的影响规律.结果表明:待温度达到设定温度后,迅速将物料送入反应区的加热模式有利于得到高品质燃气;高温能减少固体碳和焦油的生成,促进富氢气体产生;同时,随着物料含水率的增加,氢气体积分数从17%提高到36%,当含水率为84%时,H2+CO的含量(体积分数)达到最大值;提高热解升温速率能使气相产物产率得到相应增加.湿污泥在高温条件下进行的快速热解过程,一次性完成了污泥干燥、热解和气化,更有利于氢气组分和其他可燃气体的生成,所得气体热值高达12MJ.m-3以上.     

Effects of thermally pretreated temperature on bio-hydrogen production from sewage sludge

Hydrogen can be obtained by anaerobic fermentation of sewage sludge. Therefore, in this paper the effects of thermally pretreated temperatures on hydrogen production from sewage sludge were investigated under different pre-treatment conditions. In the thermal pretreatment, some microbial matters of sludge were converted into soluble matters from insoluble ones. As a result, the suspended solid（SS） and volatile suspended solid（VSS） of sludge decreased and the concentration of soluble COD（SCOD） increased, including soluble carbohydrates and proteins. The experimental results showed that all of those pretreated sludge could produce hydrogen by anaerobic fermentation and the hydrogen yields under the temperatures of 121℃ and 50℃ were 12.23 ml/g VS（most） and 1.17 ml/g VS （least）, respectively. It illuminated that the hydrogen yield of sludge was affected by the thermally pretreated temperatures. Additionally, the endurance of high hydrogen yield depended on the translation of microbial matters and inhibition of methanogens in the sludge. The temperatures of 100℃ and 121℃ （treated time, 30 min） could kill or inhibit completely the methanogens while the others could not. To produce hydrogen and save energy, 100℃ was chosen as the optimal temperature for thermal pretrcatment. The composition changes in liquid phase in the fermentation process were also discussed. The SCOD of sludge increased, which was affected by the pretreatment temperature. The production of volatile fatty acids in the anaerobic fermentation increased with the pretreatment temperature.     

污水厂污泥低温热化学转化过程机理研究

污水厂污泥低温热化学转化是可望达到能量平衡的污泥处理新技术。借助污泥与其转化产物的元素分析、污泥的热重分析和衍生油的GC/MS分析等手段,对该转化反应过程的元素转移、转化特征温度和反应机理进行了研究。认为过程的主要反应是脂肪族化合物的蒸发、蛋白质肽键断裂和基团转移反应,参与反应的主要成份是脂肪族化合物和蛋白质,其中前者参与反应的温度低于后者,而糖类化合物参与反应的温度最高。     

Performance of Anammox granular sludge bed reactor started up with nitrifying granular sludge

IntroductionTheanaerobicammoniaoxidation(Anammox)isanovelbiologicalreactionthatproducesmolecularnitrogenwithammoniaaselectrondonorandnitriteaselectronacceptor,respectively (vandeGraff,1995 ;1996 ) .Anammoxprocesshasbeenshowntobeapromisingwayofremovingnitr…     

温度对活性污泥沉降性能与微生物种群结构的影响

为探究运行温度与活性污泥沉降性能之间的关系,采用5个带有自控设备的序批式反应器考察了不同的运行温度(15,20,25,30和35℃)对活性污泥沉降性能及微生物种群结构的影响.结果表明,采用短时进水,由于运行温度对污泥沉降性能的影响远远弱于底物浓度的影响,且系统中的优势丝状菌以Type 0041和Type 0092为主,所以5个系统均未发生污泥膨胀现象;采用长时进水,5个系统均发生了丝状膨胀现象,温度与低底物浓度的相互作用导致污泥的SVI值随运行温度(15~30℃)的增加而升高,而运行温度为35℃时污泥的SVI值要低于30℃的情况.同时不同的运行温度下污泥胞内胞外贮存特性及优势丝状菌的种类差异较大.     

稻壳与污泥共热解对污泥炭特性及其重金属生态风险的影响

污泥热解过程中,辅料是影响热解产物性质的主要因素之一.本文研究了添加废弃生物质辅料——稻壳(0、25%、50%)对污泥炭性质、结构和重金属含量、生物有效性及生态风险的影响.实验结果表明,稻壳添加比例为50%时,污泥炭产率及其H/C和O/C比均为最小值,而其pH值和比表面积均达到最大值,污泥炭芳香化程度明显提高.同时,添加稻壳致污泥炭所含重金属存于生物有效态的含量显著降低.通过RAC风险评估,稻壳添加比例为25%时,较原污泥,污泥炭中Cu、Zn、Mn和Ni 4种元素风险水平均有不同程度的减小,而当添加比例为50%时,污泥炭中除Cu元素以外,其余各重金属风险等级均为低风险或无风险.表明污泥与稻壳共热解可有效降低污泥中重金属潜在生态风险水平,且当稻壳添加比例为50%时处理效果最优,本研究结果为污泥与稻壳资源化和无害化利用提供了理论依据.     

污泥热解液与牛粪混合厌氧消化特性研究

为处理污泥热解液并利用其中所含的能量,研究了250~550℃温度下产生的污泥热解液单独厌氧发酵和与牛粪混合厌氧消化的特性.首先研究250~550℃热解液单独厌氧发酵的情况,发现各温度下热解液可发酵、且350℃下热解液产气性能相对较好;但是总体上产气量很少.其次以250℃下的热解液为例,研究与牛粪在高温[（55±1）℃]下混合厌氧发酵时不同质量比（5/80,10/80,15/80;g/g）的影响,发现热解液在一定程度上抑制了牛粪的厌氧发酵,且热解液的量越大抑制作用越明显.第三步选择最低的热解液添加量比5/80,研究热解温度（250~550℃）对混合物厌氧发酵的影响;结果表明,350℃下的热解液与牛粪混合厌氧发酵累计产气量最高,达116.42mL/g VS,高于纯牛粪对照组的110.36mL/g VS;其他依次是550℃组、450℃组和250℃组.另外,550℃组的总挥发性脂肪酸（TVFA）的初始值最高,为1528mg/L,发酵后降低至254mg/L,为最大降幅,证明污泥热解液中的有机物得到有效降解.因此,适当热解温度下的污泥热解液可以适量与牛粪进行混合厌氧发酵,为污泥热解液处理和能源化提供新出路.     

金属催化剂对油漆板材催化热解产物的影响

研究使用CaCO3、CaO、Fe2O3、还原铁粉、Na2CO35种金属催化剂对油漆板材进行热解,收集固、液两相产物进行产率计算和检测分析.结果表明,5种催化剂都有效提高了热解固相产物的产率,CaCO3、Na2CO3以及还原铁粉可以增加液相产品产率.钛元素在所有催化热解固相产物含量均较高,可能造成潜在的环境污染.热解液相...     

污泥堆肥施用对土壤及地下水影响研究

为探究北京市污泥堆肥产品施用对土壤和地下水的影响,采用原状土柱模拟降雨试验方法,研究了在污泥堆肥产品年施用量为3、6、12kg/m²的条件下,Cu、Cr、Ni、Zn、Pb、Cd、As、Hg 8种重金属元素的迁移和淋溶特征.结果表明,Cd淋溶后残留最少（6.1%~11.9%）,进入淋溶水最多（4.5%~7.3%）;Hg淋溶残留最多（16.0%~22.1%）,进入淋溶水最少（<0.1%）.Hg、Pb、Ni、Cd、Cu在0~20cm土壤层积累最多（52.0%~78.7%）;Cr、Zn、As则在20~40cm层积累最多（42.7%~53.2%）.8种元素在土壤中的含量均符合《土壤环境质量农用地土壤污染风险管控标准（试行）》（GB 15618-2018）限值.淋溶水中测得的6种重金属浓度由大至小依次为Zn > As > Cd > Cu > Pb > Cr,受堆肥施用量及降雨量共同影响.淋溶水中Cu、Cr、Ni、Zn、Pb 5种元素的浓度始终在《地下水质量标准》（GB/T 14848-2017）Ⅰ类水质范围内,Cd、As、Hg在Ⅲ类范围内.