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隧道建设(中英文) ›› 2024, Vol. 44 ›› Issue (4): 771-782.DOI: 10.3973/j.issn.2096-4498.2024.04.015

• 研究与探索 • 上一篇    下一篇

泥水盾构高含水率超高黏粒含量废弃泥浆絮凝脱水试验研究

豆留盼1, 王峻2, 李海涛2, 吴东阳2, 张心源2, 魏力峰1   

  1. 1. 西南交通大学 交通隧道工程教育部重点实验室, 四川 成都 6100312. 江苏省交通工程建设局, 江苏 南京 210004
  • 出版日期:2024-04-20 发布日期:2024-05-24
  • 作者简介:豆留盼(2000—),男,河北保定人,西南交通大学桥梁与隧道工程专业在读硕士,研究方向为隧道工程。Email: dlp@my.swjtu.edu.cn。

Flocculation and Dehydration Experiment on Waste Slurry Produced by Slurry Shield Tunneling With High Water and UltraHigh Clay Particle Contents

DOU Liupan1, WANG Jun2, LI Haitao2, WU Dongyang2, ZHANG Xinyuan2, WEI Lifeng1   

  1. (1. Key Laboratory of Transportation Tunnel Engineering, the Ministry of Education, Southwest  Jiaotong University, Chengdu 610031, Sichuan, China; 2. Jiangsu Province Transportation  Engineering Construction Bureau, Nanjing 210004, Jiangsu, China)
  • Online:2024-04-20 Published:2024-05-24

摘要: 针对江阴第二过江通道工程中泥水盾构产生的高含水率超高黏粒含量废弃泥浆泥水分离困难、处理效率低的问题,采用阴离子型聚丙烯酰胺(APAM)、聚合氯化铝(PAC)和聚合氯化铝铁(PAFC3种絮凝剂开展泥浆絮凝试验,研究不同絮凝剂的絮凝脱水效果,选取底泥等效含水率、界面沉降速率、上清液浊度、泥浆脱水率以及Zeta电位作为评价指标,分析絮凝剂类型、用量、复配形式等对絮凝效果的影响,并探讨不同絮凝剂的絮凝机制。试验结果表明: 1)不同絮凝剂对应的泥浆脱水效果排序为APAMPAFCAPAMPACAPAMPAFCPAC,上清液浊度去除效果排序为PAFCPACPAFCAPAMPACAPAMAPAM 2)有机絮凝剂APAM的最适投加量与其分子量密切相关,且不同分子量APAM的极限脱水率不尽相同,药剂分子量保持在1 200万~1 400万时,脱水效果最佳; 3PAFC+APAM复配絮凝剂对本依托工程中高含水率超高黏粒含量废弃泥浆调理效果最好,PAFC溶液和APAM溶液的最适投加量分别为33 g·L-1和233 g·L-1,对应的PAFCAPAM干物质投加量分别为1.6 g·L-1和0.466 g·L-1,在此条件下,泥浆90 min脱水率为29.6%,上清液浊度可降低至62.0 NTU 4)复配絮凝剂的脱水效果主要由有机絮凝剂APAM长链的吸附架桥作用主导,对上清液浊度的去除主要与无机絮凝剂PACPAFC的电性中和作用相关。

关键词: 泥水盾构, 絮凝, 废弃泥浆, 超高黏粒含量, 高含水率, 脱水性能

Abstract: A significant volume of waste slurry with high water content and ultrahigh clay particle content is produced during slurry shield tunneling in the second Jiangyin crossriver tunnel project. The water and slurry are hard to separate, resulting in low separation efficiency. Hence, various flocculants are used for slurry flocculation experiments to investigate the effect on flocculation and dehydration. The equivalent water content of sediment as well as interface sedimentation rate, supernatant turbidity, slurry dehydration rate, and Zeta potential are selected as evaluation indices to study the influence of flocculant type, dosage, and composite form on its flocculation effect. Finally, the flocculation mechanism of different substances is preliminarily discussed. The results reveal the following: (1) The slurry dehydration effect of different flocculants is in the following order: APAMPAFC+APAMPAC+APAMPAFCPAC, whereas the order of turbidity removal effect is as follows: PAFCPACPAFC+APAMPAC+APAMAPAM. (2) The optimal dosage of organic flocculant APAM is closely related to its molecular weight, and the maximum rate of dehydration varies for APAMs with different molecular weights. The best dehydration effect is achieved when the molecular weight of the agent is maintained at 12-14 million. (3) The PAFC+APAM composite flocculant exhibits the best conditioning effect on the waste slurry with high water content and ultrahigh clay particle content. In this research, the optimal dosages for PAFC and APAM solutions are 33 and 233 g·L-1, respectively, and the corresponding dosages of dry matter for PAFC and APAM are 1.6 and 0.466 g·L-1, respectively. Under this condition, the dehydration rate of the slurry is 29.6% after 90 min, and the turbidity of the supernatant can be reduced to 62.0 NTU. (4)The primary mechanism responsible for the dehydration effect of composite flocculants is the adsorption bridging effect of the long chain of the organic flocculant APAM. Meanwhile, turbidity removal is mostly associated with the electrical neutralization of the inorganic flocculants PAC and PAFC.

Key words: slurry shield, flocculation, waste slurry, ultrahigh clay particle content, high water content, dehydration performance