Chemical Industry and Engineering Progress ›› 2023, Vol. 42 ›› Issue (6): 3233-3241.DOI: 10.16085/j.issn.1000-6613.2022-1489
• Resources and environmental engineering • Previous Articles Next Articles
ZHENG Xin(), JIA Li, WANG Yanlin, ZHANG Jingchao, CHEN Shihu, QIAO Xiaolei, FAN Baoguo()
Received:
2022-08-11
Revised:
2022-10-27
Online:
2023-06-29
Published:
2023-06-25
Contact:
FAN Baoguo
郑昕(), 贾里, 王彦霖, 张靖超, 陈世虎, 乔晓磊, 樊保国()
通讯作者:
樊保国
作者简介:
郑昕(1996—),男,硕士研究生,研究方向为能源动力。E-mail:zx358496420@163.com。
基金资助:
CLC Number:
ZHENG Xin, JIA Li, WANG Yanlin, ZHANG Jingchao, CHEN Shihu, QIAO Xiaolei, FAN Baoguo. Effect of sewage sludge mixed with coal slime on heavy metal retention characteristics[J]. Chemical Industry and Engineering Progress, 2023, 42(6): 3233-3241.
郑昕, 贾里, 王彦霖, 张靖超, 陈世虎, 乔晓磊, 樊保国. 污泥与煤泥混烧对重金属固留特性的影响[J]. 化工进展, 2023, 42(6): 3233-3241.
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URL: https://hgjz.cip.com.cn/EN/10.16085/j.issn.1000-6613.2022-1489
样品 | 工业分析/% | 元素分析/% | |||||||
---|---|---|---|---|---|---|---|---|---|
Mad | Aad | Vad | FCad | Cd | Hd | Nd | Od | Sd | |
污泥 | 2.44 | 47.33 | 46.31 | 3.92 | 24.78 | 3.002 | 4.33 | 27.77 | 1.469 |
太选煤泥 | 0.38 | 51.16 | 13.04 | 35.42 | 37.7 | 2.17 | 1.03 | 2.33 | 5.57 |
样品 | 工业分析/% | 元素分析/% | |||||||
---|---|---|---|---|---|---|---|---|---|
Mad | Aad | Vad | FCad | Cd | Hd | Nd | Od | Sd | |
污泥 | 2.44 | 47.33 | 46.31 | 3.92 | 24.78 | 3.002 | 4.33 | 27.77 | 1.469 |
太选煤泥 | 0.38 | 51.16 | 13.04 | 35.42 | 37.7 | 2.17 | 1.03 | 2.33 | 5.57 |
样品 | Pb | As | Cu | Cr | Cd |
---|---|---|---|---|---|
污泥 | 9.02 | 2.72 | 98.19 | 22.04 | 1.19 |
太选煤泥 | 19.65 | 2.2 | 71.6 | 10.93 | 0.16 |
样品 | Pb | As | Cu | Cr | Cd |
---|---|---|---|---|---|
污泥 | 9.02 | 2.72 | 98.19 | 22.04 | 1.19 |
太选煤泥 | 19.65 | 2.2 | 71.6 | 10.93 | 0.16 |
样品 | SiO2 | Al2O3 | Fe2O3 | P2O5 | CaO | Cl |
---|---|---|---|---|---|---|
污泥 | 20.85 | 6.6 | 29.99 | 16.29 | 8.48 | 0.863 |
太选煤泥 | 44.82 | 27.38 | 12.2 | 0.53 | 2.72 | 0.941 |
样品 | SiO2 | Al2O3 | Fe2O3 | P2O5 | CaO | Cl |
---|---|---|---|---|---|---|
污泥 | 20.85 | 6.6 | 29.99 | 16.29 | 8.48 | 0.863 |
太选煤泥 | 44.82 | 27.38 | 12.2 | 0.53 | 2.72 | 0.941 |
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