三相内循环流化床光催化反应器及其性能

依据流态化原理,设计出一种三相内循环流化床光催化反应器,对反应器的水力特性做了推算,确定了反应器的操作影响因素.对罗丹明B的降解实验结果显示出优越的性能,依据催化剂投加量及初始光强的不同,反应半衰期在4-10.5min之间.     

预酸析-厌氧流化床处理碱法草浆黑液的研究

对预酸析多孔高分子载体固定化微生物厌氧流化床（ＡＦＢ）处理碱法草浆黑液的效能进行了研究．结果表明，采用酸析预处理，去除了黑液中大部分难生化降解的高分子物质后，ＡＦＢ的厌氧消化潜能得到充分发挥．预酸析ＡＦＢ处理比直接ＡＦＢ处理更为有利．对黑液中木质素的化学性质研究表明，厌氧处理前后的黑液中木质素分子的基本结构单元保持不变，但分子量大的木质素有向小分子转化的趋势．通过扫描电镜观察，除了产甲烷菌外，还发现了硫酸盐还原菌和硫细菌．     

186菌生物流化床处理甲醇废水

用三相生物流化床工艺处理甲醇废水COD_(cr)容积负荷达4.24～12.32kg/m~3·d,去除率达82.7％～93.1％;甲醇容积负荷达1.8～3.9kg/m~3·d,去除率达81.4％～98.1％。加186菌种后,甲醇的容积负荷可提高到3.02～3.36kg/m~3·d,COD_(cr)去除率可达到89.3～96.7％。     

Trace metal emissions from co-combustion of refuse derived and packaging derived fuels in a circulating fluidized bed boiler

Energy recovery from refuse derived fuels (RDF) and packaging derived fuels (PDF) is one option in integrated waste management. Nine RDF and PDF co-combustion tests with peat and coal in a circulating fluidized bed boiler were carried out in this work. Heavy metal emissions in flue gas and fly ash were measured. Multivariate data analyses were used to find out the most important parameters affecting metal emissions in the flue gas.

The results showed that total heavy metal emissions were low. Although RDF and PDF had more heavy metals than peat and coal, the multivariate data analysis showed that an increase of the RDF or PDF share in the fuel mixture up to 20% did not correlate directly with the metal emissions in the flue gas. Distribution of Cd, Cu, Zn and Sn between flue gas and fly ash correlated with each other. Injection of limestone to bind sulphur and chlorine did not have a significant effect on heavy metal emissions in the flue gas. Heavy metals concentrated on the fly ash, but all fly ashes passed the EPA-TCLP tests.     

蜂窝断面内循环三相生物流化床内流动状况的数值模拟

根据蜂窝断面内循环三相生物流化床内混合液的连续性方程、动量方程和能量方程,利用Fluent软件对反应器内的流动状况进行了数值模拟.采用Fluent的前处理软件Gambit完成流化床的三维模型,利用Fluent主程序解析计算,并利用后处理软件实现计算结果的显示.模拟计算结果获得了反应器内静压力、静压差的变化规律,得到了液体循环速度、气含率沿纵向及横断面的分布.     

对氯酚经Fenton体系预降解后的生物流化床处理

采用Fenton-生物流化床联用工艺处理对氯酚(4-CP)模拟废水,考察了不同Fenton处理程度时4-CP的降解产物和出水的可生化性,从而确定合适的Fenton体系预处理程度.同时,采用快速排泥法进行活性炭的挂膜以实现流化床的启动,并考察了流化床连续运行阶段停留时间(RT)、pH对降解效果的影响及反应器的抗冲击能力.最后研究了4-CP在Fenton-生物流化床联用工艺中的降解过程.结果表明,当4-CP初始浓度在1～2mmol·L-1时,通过Fenton体系可使83%左右的苯环破裂,转化成小分子有机酸;利用微生物作用可使剩余的苯环类物质和大部分的有机酸被降解,出水CODCr100mg·L-1.Fenton-生物流化床工艺具有高效处理难降解废水的优点,是一项具有应用前景的废水处理技术.     

钛酸铋光催化降解水中酸性大红的研究

采用异丙醇助水热法制备了钛酸铋光催化剂,UV-vis漫反射测试表明其光吸收带较TiO2发生了红移,通过多点BET法计算出其比表面积为14.16m2/g,平均孔径为21.05nm。以酸性大红为模拟污染物,在三相内循环流化床光催化反应器中进行光催化反应,研究了废水的pH值以及钛酸铋投加量对酸性大红脱色率的影响。结果表明:废水的pH=3.0,催化剂投加量为0.1g/L是最佳反应条件;当流量为10L/h时,连续运行3h后,酸性大红染料的去除率可达92.0%;当处理水量增大时,经过两级处理,酸性大红染料的总去除率仍可达到94.4%。     

生物流化床法处理污泥回流液的影响因素研究

将生物流化床工艺与活性污泥工艺相结合,以市政污水处理厂污泥回流液为研究对像。以0.3～0.45mm活性炭颗粒为载体对生物流化床中微生物进行培养、驯化,挂膜成功后,分别对生物流化床厌氧段和好氧段进行了单因素试验,得出进水的最佳pH值介于7.0～7.5,生物流化床厌氧段的最佳水力停留时间4.4h、最佳碳源为蔗糖,;缺氧段及好氧段的最佳水力停留时间2.69h、8.06h,曝气量0.5mL/min。在最佳工艺参数条件下进行污泥回流液脱氮除磷试验得出,此工艺可使总氮浓度为150.0mg/L,总磷浓度为59.0mg/L的污泥回流液的总氮浓度降低至65.19mg/L,此时的总氮去除率为56.54%;总磷的去除率较低。试验结果表明,该工艺对处理污泥回流液中氮磷具有一定的效果。     

循环流化床干法脱硫除尘一体化工艺去除汞探讨研究

目前,由于人类污染源每年向大气排汞量日益增长,使国际上对汞排放的控制研究成为热点,本文通过理论计算及工程实例说明了循环流化床干法烟气脱硫除尘一体化工艺系统可以有效地控制燃煤电厂汞的排放。     

Effectiveness of fluidized pellet bed for removing soluble contaminants

Fluidized pellet bed (FPB) has been successfully applied in water and wastewater treatment. However, the removal mechanism of contaminants especially the soluble ones, is still unclear. This study aimed to evaluate the e ectiveness of FPB reactor for removing soluble contaminants from synthetic wastewater. By only coagulation through jar test operation with addition of polyaluminium chloride (PACl) as primary coagulant and polyacryamide (PAM) as coagulant-aid, the removals of soluble chemical oxygen demand (COD), total phosphorus (TP), and NH4 +-N were found to be only 2.2%–7.5%, 5.7%–25.5%, and 9.9%–18.5%, respectively. However, by FPB operation under the same dosage of coagulants, these values increased to 82.7%, 37.2%, and 50%, indicating that the formation of pellets in the FPB e ectively enhanced the removal of soluble contaminants. By careful comparison of the settleablility and filterability of the pollutants after coagulation, the originally soluble contaminants could be divided into three groups, namely: (1) coagulated-andsettleable, (2) coagulated-but-nonsettleable, and (3) uncoagulable. It was found that not only the first two groups but also a large part of the third group could be e ectively removed by FPB operation. However, the mechanism for the removal of the uncoagulable pollutants by FPB operation still needs further investigation.