污泥水煤浆的基础特性研究

通过与纯水煤浆的对比实验,分析了污泥添加量对水煤浆流变性、稳定性及燃烧等基础特性的影响。结果表明,在污泥添加比例为5％～10％,分散剂用量为0．6％～1．2％,稳定剂用量为0．1％的情况下,可以得到流变性和稳定性良好的污泥水煤浆。随着水煤浆中污泥添加比例的提高,着火温度T1降低,燃尽温度提前,燃烧特性变好。管式炉中燃烧实验表明,试样中硫析出率随温度的升高而增大,而污泥水煤浆比纯水煤浆具有更好的固硫效果。     

利用同步热分析仪研究碱解污泥的燃烧特性

利用TGA/DSC同步热分析仪对碱解污泥的燃烧特性和热动力学特性进行了分析和研究。结果表明,碱解污泥的失重过程主要有3个阶段;碱的加入使得污泥着火温度降低,燃烬温度升高;随着碱量增加,污泥第2阶段燃烧热增加,第3阶段燃烧热降低,总燃烧热降低;污泥第2失重阶段峰前活化能随着碱量增加而不断增加,峰后活化能不断降低。本研究为...     

造纸工业污泥燃烧特性及动力学实验研究

在不同升温速率及与其他污泥不同混合比例条件下,利用热重法对造纸污泥和含工业污水污泥进行了实验研究。结果表明,造纸污泥与含工业污水污泥表现出不同的DTG曲线形式,其中造纸污泥固定碳燃烧峰失重较为明显。随着升温速率的提高,造纸污泥的燃烧速率加大,燃尽时间缩短,提高了其综合燃烧特性;加入含工业污水污泥后,造纸着火性能及燃尽性能均得到改善。采用积分法（Coats-Redfern方程）计算得到各阶段燃烧反应的机理方程及相应的活化能参数,表明活化能的大小与试样的燃烧阶段是相对应的。     

市政污泥与不同烟煤混合燃烧特性

使用非等温热重法,研究了淮北烟煤和神华烟煤在6种不同市政污泥掺混比条件下对混合燃烧特性的影响,并对混合燃烧过程的动力学特性进行了分析。实验结果表明:污泥与煤的混合燃烧特性从总体上表现为污泥与煤共同作用的结果,最优的污泥掺混比受到煤种的影响。在不同煤中污泥掺烧比少于20%对煤的活性影响较小。活化性能较差的淮北烟煤在污泥掺混比为30%时,在不同的温度区间分别表现出污泥与煤的反应特征。活化性能较好的神华烟煤在污泥掺混比为40%时表现这一趋势。     

板材类生物质燃烧及动力学特性热重研究

采用非等温升温法研究了4种板材类生物质在空气气氛下的燃烧特性和动力学特性。通过对TG、DTG等曲线的分析,发现4种板材燃烧过程均可分成3个阶段,即水分蒸发阶段、挥发份析出(或燃烧)阶段和固定碳燃烧阶段。综合燃烧特性:松木集成材>纤维密度板>夹芯胶合板>刨花板。4种板材均具有良好的燃烧特性。4种生物质燃烧均存在1个吸热峰和2个放热峰,分别与挥发分析出峰、挥发分燃烧、固定碳燃烧对应。采用Fridman法和Fridman-Carroll法分别对4种板材的动力学参数进行了计算,2种方法得出的结果符合较好。分析得出:由于生物质燃烧与环境换热、挥发分析出吸热、固定碳燃烧放热等因素作用,4种生物质的表观活化能高温区均低于低温区。动力学计算结果表明:松木集成材平均表观活化能最低,燃烧反应能较容易进行。     

城市垃圾中生物质在热分析仪中燃烧的动力学模型研究

为了合理有效利用城市垃圾中的生物质能，实现城市垃圾的无害化、减量化、资源化利用，开发适合我国城市垃圾中生物质的焚烧技术，特地对昆明市城市垃圾中生物质进行了特性分析，并在热重分析天平上对其进行了动力学实验研究与分析。结果表明，城市垃圾中生物质的燃烧过程大致可以分为四个阶段，即脱水干燥阶段、挥发份的析出和燃烧阶段、过渡阶段和固定炭燃烧阶段。城市生活垃圾中生物质具有着火温度低、燃尽率高等特点。通过对热重（TG）、差示扫描曲线（DTA）的深入分析，对城市垃圾中生物质的燃烧动力学参数进行了研究，为实现城市垃圾无害化提供理论与技术的支持。     

污泥热干化和燃烧特性试验研究

分别在桨叶式干化机和热重仪上进行污泥干化和燃烧试验,研究了污泥干化特性和污染物排放特性,并对污泥的燃烧特性进行分析。结果表明,污泥干化过程分为黏稠区、粘滞区和颗粒区3个阶段。干化过程排放的污染气体有氨气、氯化氢、氟化氢、氰化氢、甲烷和挥发性有机酸等,其中氨气为主要污染气体。经冷凝吸收和活性炭吸附处理后,各种污染气体浓度均显著降低,其中氨气去除率最高,达97.04%。污泥干化冷凝液的BOD5和COD质量浓度分别为4 040、8 510mg/L,氨氮的质量浓度为1 025mg/L,pH为9.84,属于高浓度有机废水。污泥的燃烧过程可以分为3个失重阶段:水分析出阶段(50～150℃),挥发分燃烧阶段(150～450℃),固定碳燃烧阶段(450～650℃)。分别用Kissinger法和Ozawa法计算挥发分燃烧阶段和固定碳燃烧阶段的活化能和动力学方程,挥发分燃烧阶段的活化能低于固定碳燃烧阶段,表明挥发分燃烧阶段污泥更易燃烧。污泥的燃烧过程在650℃时基本完成,因此实际工程应用中,设计干化污泥的焚烧温度在750℃比较合理。     

垃圾中典型组分热重分析研究

采用热重分析法研究了不同升温速率下垃圾中典型组分的热失重行为.根据热重分析曲线和实验数据,对不同加热速率条件下垃圾中典型组分的热失重行为进行了比较分析,结果表明,随着升温速率的加大,典型组分TG曲线对应的温度升高.DTG结果与组成成分的性质相关,橡胶塑料类的最大失重速率随着升温速率的加大而升高.纸类不同升温速率下对应的最大失重速度变化不大.     

石灰调质污泥的燃烧特性及动力学分析

采用热重-差示扫描量热同步分析仪,在空气气氛下对石灰调制污泥进行燃烧失重实验.通过分析获得的曲线,可以将调质污泥的热反应过程分为4个阶段:自由水和化学结合水析出阶段;易挥发有机质析出和燃烧阶段;难挥发有机质析出分解和燃烧阶段;无机质的分解阶段.添加石灰后,污泥的着火温度小幅上升,综合燃烧特性指数随添加量增加而减小.采用Coats-Redfern积分法对挥发分析出和燃烧阶段进行了热反应动力学求解,发现添加量小于30%时,石灰可以减少污泥燃烧的活化能,促进污泥挥发分的析出和燃烧.     

船舶垃圾燃烧失重特性研究

在不同升温速率和不同O2气氛下对船舶垃圾(CSW)的燃烧特性进行热重分析,并使用不同方法对其进行动力学参数求解。根据船用焚烧炉的特点,选择温度范围为100~1 100℃,结果表明:CSW燃烬物较少,只有6.02%(质量分数);根据微分热重(DTG)曲线,燃烧的温度区间分为3段,其中在200~600℃反应基本完成,在600~800℃反应的物质较少。CSW在气氛O2/N2(体积比)=30∶70下的燃烧性能是3种气氛中最好的。在气氛O2/N2=30∶70下,通过FWO法计算得CSW的平均活化能为162.588kJ/mol,通过KAS法计算得CSW的平均活化能为160.677kJ/mol。     

生活污泥与煤混烧及热解特性

采用热重分析法,对生活污泥与煤以1∶1质量比混合的试样进行燃烧及热解实验研究,重点分析了升温速率对其热解及燃烧特性的影响,为煤泥混烧及热解技术的工业化应用提供理论支持。结果表明：煤泥混合样燃烧失重分为4个阶段,混燃过程中污泥与煤共同影响着混合试样的燃烧特性,随着升温速率从15 ℃·min-1增加到50 ℃·min-1,其可燃性指数C增幅达60%和综合燃烧特性指数S提高了4倍多,燃烧性能得到明显提高;煤泥混合样的热解失重分为2个阶段,各阶段热解的挥发份最大析出速率（dw/dt）max及挥发分析出特性指数D均随升温速率的升高而大幅增大,且试样总的挥发综合释放指数D从0.081 7×10-8K-3·min-2增大到5.868×10-8K-3·min-2,可见升温速率越高,煤泥混合物的热解性能越好。     

城市污泥与煤混合热解特性及动力学分析

为了污泥与煤混合热解的实验研究及工程化应用提供初步的数据及理论支持,利用热重分析仪讨论了污泥与煤混合热解的主要影响因素(加热速率、热解终温及混合比例)以及动力学参数。结果表明:加热速率对污泥热解影响较小;混合物热解终温与煤的热解终温基本一致;煤在污泥(干基)中的添加比例小于50%有利于挥发分的产出;通过热解特性及动力学参数分析,得出混合物比单一物料更易分解,且两者存在一定的协同效应;建立了污泥与煤不同混合比例在有机质主要热解区间内的经验动力学方程,经具体混合比例验证,经验动力学方程推导出的动力学参数及TG曲线与实际实验结果吻合较好。     

污泥、皮革和煤的协同热处置

研究污泥、皮革、煤以不同比例混合时的热解特性和混烧特性,结果表明：皮革的平均失重率最高,在500℃时失重可达70%,污泥失重率比较稳定;煤的挥发分析出特性最差,最大失重率对应的温度最高,而且物料混合时有一定的交互影响,能促进热解过程;混烧时皮革含量越高,燃烧越充分,炉内温度越高,而污泥越多,烟气中的NOx含量越高,煤的掺入能降低烟气中二恶英的浓度。     

Emission characteristics of granulated fuel produced from sewage sludge and coal slime

The neutralization of wastewater treatment residues is an issue for many countries. The European Union (EU) legal regulations have limited the use of the residues in agriculture and implemented a ban for their disposal. Therefore, urgent action should be taken to find solutions for the safe disposal of sewage sludge. The problem refers in particular to the new EU member countries, including Poland, where one can now observe an intensive development of sewage system networks and new sewage treatment plants. At the same time, these countries have few installations for thermal sewage sludge utilization (e.g., there is only one installation of that type in Poland). Simultaneously, there are many coal-fired mechanical stoker-fired boilers in some of these countries. This paper presents suggestions for the production of granulated fuel from sewage sludge and coal slime. Additionally, among others, lime was added to the fuel to decrease the sulfur compounds emission. Results are presented of research on fuel with two average grain diameters (approximately 15 and 35 mm). The fuel with such diameters is adapted to the requirements of the combustion process taking place in a stoker-fired boiler. The research was aimed at identifying the behavior of the burning fuel, with special attention paid to its emission properties (e.g., to the emissions of oxides of nitrogen [NO(x)], sulfur dioxide [SO2], and carbon monoxide [CO], among others). The concentration and emission values were compared with similar results obtained while burning hard coal. The combustion process was carried out in a laboratory stand where realization of the large-scale tests is possible. The laboratory stand used made simulation possible for a wide range of burning processes in mechanical stoker-fired boilers.     

Pyrolytic characteristics of sewage sludge

In this study, a number of different sewage sludge including sludge samples from industrial and hospital wastewater treatment plants were characterized for pyrolysis behavior by means of thermogravimetric analysis up to 800 degrees C. According to the thermogravimetric results, five different types of mass loss behaviors were observed depending on the nature of the sludge used. Typical main decomposition steps occurred between 250 and 550 degrees C although some still decomposed at higher temperatures. The first group (Types I, II and III) was identified by main decomposition at approximately 300 degrees C and possible second reaction at higher temperature. Differences in the behavior may be due to different components in the sludge both quantitatively and qualitatively. The second group (Types IV and V), which rarely found, has unusual properties. DTG peaks were found at 293, 388 and 481 degrees C for Type IV and 255 and 397 degrees C for Type V. Kinetics of sludge decomposition can be described by either pseudo single or multicomponent overall models (PSOM or PMOM). The activation energy of the first reaction, corresponding to the main pyrolysis typically at 300 degrees C, was rather constant (between 68 and 77 kJ mol(-1)) while those of second and third reactions were varied in the range of 85-185 kJ mol(-1). The typical order of pyrolysis reaction was in the range of 1.1-2.1. The pyrolysis gases were composed of both saturated and unsaturated light hydrocarbons, carbon dioxide, ethanol and chloromethane. Most products, however, evolve at a quite similar temperature regardless of the sludge type.     

RDF与煤粉混合燃烧特性及动力学分析

为了研究RDF掺混入煤粉内进行燃烧时对煤粉产生的影响,利用热重分析,采用分布活化能模型（DAEM）对RDF与煤粉混合试样的燃烧特性及其反应动力学参数进行了实验研究。结果表明：随着RDF在煤粉中的掺混比例的增大,燃烧反应的进行过程中热能与气氛条件的分配比煤粉单独燃烧更加合理;在400~550℃与650~750℃范围之间,RDF的掺入对于煤粉的燃烧反应起到了一定的促进作用,在550~650℃之间则起抑制作用;通过精确的动力学计算以及合理的RDF与煤粉协同作用分析可知,当RDF在煤粉中的掺混比例为50%时,RDF对煤粉燃烧促进作用最佳,且能保证较高的燃料替代率。     

Emission characteristics for co-combustion of leather wastes,sewage sludge,and coal in a laboratory-scale entrained flow tube furnace

Four different mixed fuels consisted of leather waste, coal, and sewage sludge were combusted in a lab-scale entrained flow fluidized bed furnace. The influence of blending ratio on emission characteristics of SO₂, NO_x, HCl, particulate matter (PM), heavy metals, and polychlorinated dibenzo-p-dioxins and polychlorinated dibenzofurans (PCDD/Fs) was studied. Results showed that the mixing of coal with sewage sludge had a complex effect on the emission characteristics. On the one hand, with more sewage sludge blending in the mixed fuel, the acid gas pollutant (SO₂, NO_x) decreased a lot, and the recovery of volatile heavy metals (Cd, Pb) increased at the same time. Furthermore, the leaching toxicity of Cr in the fly ash and bottom ash went down below the national standard with the adding of sewage sludge. On the other hand, the mixing of sewage sludge which consisted of more ash content resulted in the increase of the PM emission. Moreover, the high content of Cu and chlorine in the sewage sludge can promote the formation of polychlorinated dibenzo-p-dioxins and polychlorinated dibenzofurans (PCDD/Fs) when the fuel 3 and 4 were combusted. Most importantly, the concentration of toxic PCDD/Fs in the flue gas produced from fuel 3 and fuel 4 was successfully controlled down below 0.20 ng I-TEQ/Nm³ by the active carbon.

     

生活垃圾与煤混合燃烧特性及动力学分析

利用热重分析仪对生活垃圾与煤混合试样的燃烧特性及热反应动力学进行了实验研究,考察了不同配比混合试样的着火温度、燃尽温度、最大燃烧速率及最大燃烧速率温度等燃烧特征参数,并用Coats-Redfern积分法对其进行了燃烧动力学分析,确定了燃烧动力学方程,求出了反应活化能Ea及指前因子A。实验结果表明:生活垃圾与煤混合燃烧时均保持各自的燃烧特性;混合燃料中随着生活垃圾掺量的增加,热重曲线向低温区转移,燃尽点逐渐降低,综合燃烧特性指数明显增大,生活垃圾能改善煤的燃烧性能;生活垃圾及其与煤混合燃烧出现两个燃烧阶段,分别遵循二级和一级反应机理,煤燃烧只出现一个燃烧阶段,遵循一级反应机理;混合燃料燃烧反应活化能Ea与指前因子A存在动力学补偿效应。