Experiment on drainage reinforcement of landfill sludge by iron salt conditioning combined with vacuum preloading method

被引:0
|
作者
Wu Y. [1 ]
Deng Q. [1 ]
Zhang X. [1 ]
Li J. [2 ]
机构
[1] Department of Civil Engineering, Shanghai University, Shanghai
[2] Shanghai Chengtou Wastewater Treatment Co., Ltd., Shanghai
关键词
Dewatering and volume reduction; FeCl[!sub]3[!/sub; Landfill sludge; Pore size distribution; Vacuum preloading;
D O I
10.11918/201909165
中图分类号
学科分类号
摘要
The storage capacity of sludge landfills in some places in China is seriously inadequate. To restore the storage capacity and reinforce the pit body, the experiment of vacuum preloading drainage reinforcement of landfill sludge conditioned by FeCl3 was carried out. The accumulative drainage volume and accumulative settlement of the sludge were recorded, and moisture content test, vane shear test, and mercury intrusion porosimetry were carried out after the experiment. Results show that the effect of deep dewatering of the sludge by vacuum preloading method was limited. After chemical conditioning, the dewatering performance was improved, the drainage rate and drainage volume were increased, and the average moisture content was reduced from 75.8% to 66.6%. After vacuum preloading, the distributions of moisture content and shear strength were uneven, and the closer it was to the drainage board, the greater the change was. The moisture content increased gradually along the radial and depth directions, while the shear strength gradually decreased. The pore diameter of the conditioned sludge was mainly distributed in the range of 200-100 000 nm. The proportion of small holes was the highest, followed by that of the middle holes, and the closer it was to the drainage board, the more the large holes were, the fewer the micropores were. The moisture content and volume of the sludge decreased by 9.2% and 28.8% respectively, and the strength increased by ten times, indicating that the proposed method had better treatment effect. The dewatering and volume reduction effect can be further improved by optimizing agent combination and vacuum preloading process parameters. Copyright ©2021 Journal of Harbin Institute of Technology.All rights reserved.
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页码:173 / 181
页数:8
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共 20 条
  • [11] NIU Meiqing, ZHANG Weijun, WANG Dongsheng, Et al., Study on effect of chemical conditioning using different coagulants on sludge dewatering performance, Acta Scientiae Circumstantiae, 32, 9, (2012)
  • [12] WANG Xiaomeng, WANG Xin, YANG Minghui, Et al., Sludge conditioning performance of polyaluminum, polyferric, and titanium xerogel coagulants, Environmental Science, 39, 5, (2018)
  • [13] LIN Weian, ZHAN Xinjie, ZHAN T L, Et al., Effect of FeCl<sub>3</sub>-conditioning on consolidation property of sewage sludge and vacuum preloading test with integrated PVDs at the Changan landfill, China, Geotextiles and Geomembranes, 42, 3, (2014)
  • [14] WU Yajun, TANG Xin, CUI Chunyi, Et al., Experimental study on characteristics of vacuum consolidation of municipal sludge, Journal of Southeast University (Natural Science Edition), 48, 4, (2018)
  • [15] XIE Min, SHI Zhou, LI Shuzhan, Measuring specific resistance to filtration (SRF) of sludge, Environmental Science & Technology, 29, 3, (2006)
  • [16] ZHU Qunfeng, GAO Changsheng, YANG Shouhua, Et al., Transfer properties of vacuum degree in treatment of super-soft muck foundation, Chinese Journal of Geotechnical Engineering, 32, 9, (2010)
  • [17] JIANG Haibo, WU Yajun, KONG Gangqiang, Et al., Transparent soil model test of vacuum preloading method on ultra-soft soil and formation mechanism of "soil pile, Journal of Harbin Institute of Technology, 52, 2, (2020)
  • [18] CHEN Pingshan, DONG Zhiliang, ZHANG Gongxin, Mechanism and numerical simulation of the "soil piles" in the fresh hydraulic mud fill treated by surface-layer improvement technique, Port and Waterway Engineering, 1, (2012)
  • [19] SHEAR D L, OLSEN H W, NELSON K R., Effects of desiccation on the hydraulic conductivity versus void ratio relationship for a natural clay, Advances in Geotechnical Engineering, (1992)
  • [20] CAI Yuanqiang, QIAO Huanhuan, WANG Jun, Et al., Experimental tests on effect of deformed prefabricated vertical drains in dredged soil on consolidation via vacuum preloading, Engineering Geology, 222, (2017)