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浙江大学学报(工学版)  2019, Vol. 53 Issue (5): 981-987    DOI: 10.3785/j.issn.1008-973X.2019.05.020
能源与环境工程     
炉排垃圾焚烧飞灰二级逆流水洗特性
王雨婷1(),汤明慧1,宗达2,陈志良1,林晓青1,陆胜勇1,*()
1. 浙江大学 能源清洁利用国家重点实验室,浙江 杭州 310027
2. 光大环境科技(中国)有限公司,江苏 南京 21110
Two-stage countercurrent water-washing characteristics of municipal solid waste incineration fly ash from grate furnace
Yu-ting WANG1(),Ming-hui TANG1,Da ZONG2,Zhi-liang CHEN1,Xiao-qing LIN1,Sheng-yong LU1,*()
1. State Key Laboratory of Clean Energy Utilization, Zhejiang University, Hangzhou 310027, China
2. Everbright Environmental Technology in China Co. Ltd, Nanjing 315100, China
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摘要:

以炉排垃圾焚烧炉飞灰为研究对象,分析水洗液固比和时间对飞灰中氯盐溶出的影响,对二级逆流水洗工艺展开研究. 通过模拟飞灰的二级逆流水洗工艺,建立水洗所产生废液中的氯质量浓度、残渣中氯质量分数的理论计算模型. 结果表明,当水洗液固比为6 mL/g、水洗时间约为20 min时,氯盐溶出质量达到稳定;飞灰经一级、二级水洗后的质量损失分别约为32%、37%;在相同液固比下,与一级水洗相比,二级逆流水洗可以提升飞灰的脱氯效果,当水洗液固比为2~6 mL/g时,提升率可达15.40%~61.15%;模型所得的理论计算值与实验实测值相关性好、均方根误差小. 2种水洗工艺产生的水洗废液中COD、氨氮质量浓度和pH值均高于《污水排入城镇下水道水质标准》的规定,在被排入城市污水系统之前须经过进一步处理.

关键词: 飞灰水洗工艺脱氯计算模型污水水质    
Abstract:

The effects of washing liquid-solid ratio and time on dissolution of chlorine salt in municipal solid waste incineration (MSWI) fly ash, sampled from a grate furnace were analyzed. The research about two-stage countercurrent water-washing process was carried out. The theoretical calculation models of chlorine mass concentration in washing solution as well as chlorine mass fraction in washed residue were built under the simulation of two-stage countercurrent water-washing process. Results showed that chlorine dissolved quantity became stable when the liquid-solid ratio was 6 mL/g and the time was about 20 min. The mass loss of fly ash after primary and secondary washing was about 32% and 37%, respectively. Two-stage countercurrent water-washing can obviously promote the removal of chlorine from fly ash at the same liquid-solid ratio, compared with primary water-washing. The removal of chlorine from fly ash increased by 15.40% to 61.15% when the liquid-solid ratio was 2 to 6 mL/g. The calculated values obtained from the theoretical models had good correlation with the measured values and the root-mean-square-error was small. The pollutants in the washing solution generated from the two washing processes, such as COD, mass concentration of NH3-N, and pH value exceeded the discharge standard in wastewater quality standards for discharge to municipal sewers, thus the washing solution need further purification before being discharged into the urban sewage system.

Key words: fly ash    washing process    dechlorination    computational model    wastewater quality
收稿日期: 2018-04-12 出版日期: 2019-05-17
CLC:  X 705  
通讯作者: 陆胜勇     E-mail: wangyuting@zju.edu.cn;lushy@zju.edu.cn
作者简介: 王雨婷(1993—),女,硕士,从事废弃物资源化研究. orcid.org/0000-0002-7583-8356. E-mail: wangyuting@zju.edu.cn
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引用本文:

王雨婷,汤明慧,宗达,陈志良,林晓青,陆胜勇. 炉排垃圾焚烧飞灰二级逆流水洗特性[J]. 浙江大学学报(工学版), 2019, 53(5): 981-987.

Yu-ting WANG,Ming-hui TANG,Da ZONG,Zhi-liang CHEN,Xiao-qing LIN,Sheng-yong LU. Two-stage countercurrent water-washing characteristics of municipal solid waste incineration fly ash from grate furnace. Journal of ZheJiang University (Engineering Science), 2019, 53(5): 981-987.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2019.05.020        http://www.zjujournals.com/eng/CN/Y2019/V53/I5/981

图 1  炉排垃圾焚烧炉的焚烧工艺流程图
图 2  二级逆流水洗工艺流程图
图 3  飞灰二级逆流水洗工艺的实验模拟流程图
主要元素 wB/% 重金属元素 wB/10?6
Ca 29.93 Zn 2 950
Cl 21.65 Pb 1 120
C 14.00 Cu 474
O 19.10 Mn 106
Na 7.22 Cd 62
K 3.26 Cr 44
S 1.26 Ni 22
表 1  飞灰主要元素及主要重金属质量分数
图 4  炉排炉飞灰X射线衍射图
图 5  水洗液固比和水洗时间对飞灰中氯的溶出质量的影响
序号 cB/(10?3 mol·L?1 平衡系数1)
Cl? K+ Ca2+ Na+ 负电荷 正电荷
1)注:平衡系数=负电荷物质的量浓度/正电荷物质的量浓度.
1 2 222 279 588 497 2 222 1 951 1.14
2 1 606 200 457 370 1 606 1 484 1.08
3 1 272 168 394 303 1 272 1 260 1.01
4 881 110 272 209 881 863 1.02
5 716 98 239 177 716 753 0.95
6 504 67 162 120 504 512 0.98
表 2  水洗溶液中阴阳离子平衡性
R/(mL·g?1) m1/g m2/g L1/% L2/%
2 5.15 4.76 26.43 32.00
3 4.91 4.43 29.86 36.73
4 4.69 4.32 33.00 38.23
6 4.64 4.16 33.71 40.60
表 3  飞灰经一次、二次水洗后的质量损失
R(mL·g?1 ρ(Cl?)/(mg·mL?1
第1次 第2次 第3次 第4次 理论计算值
2 86.6 87.4 130.0 127.1 144.11
3 61.3 76.4 81.6 83.0 85.72
4 45.3 54.9 53.2 58.2 60.95
6 30.8 35.2 35.7 36.1 38.36
表 4  实验模拟二级逆流水洗过程中Cl−质量浓度变化
R/(mL·g?1 L2/% ρ/(g·mL?1 wf/% wf'/%
2 32.00 0.15 7.07 6.69
3 36.73 0.09 4.05 4.23
4 38.23 0.06 3.03 3.43
6 40.60 0.04 2.39 2.24
表 5  水洗后飞灰中氯质量分数的理论值和实测值
R/(mL·g?1 m(Cl?)/mg G/%
一级水洗 二级逆流水洗
2 1 104.18 1 779.40 61.15
3 1 197.42 1 743.42 45.60
4 1 266.44 1 629.04 28.63
6 1 314.60 1 517.04 15.40
表 6  一级水洗和二级逆流水洗脱氯效果对比
水洗工艺 R/(mL·g?1 COD(mg/LO2 NH3-N(mg/LN) pH
一级水洗 2 4 780 125 11.19
3 3 280 100 11.27
4 1 470 25 11.44
6 920 50 11.40
二级逆流水洗 2 9 190 80 11.00
3 4 750 50 11.24
4 2 180 50 11.34
6 780 35 11.44
污水排入标准A级 500 45 6.50~9.50
表 7  炉排炉飞灰一级水洗和二级逆流水洗后水洗液的水质
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