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污水污泥孔隙结构演变与水过滤性能之间的相关性:有无碳质骨架辅助的热水解效果

Correlation between sewage sludge pore structure evolution and water filtration performance: Effect of thermal hydrolysis with or without carbonaceous skeleton-assisted.

作者信息

Liu Jinxin, Liu Huan, He Chao, Xiao Han, Jin Minghao, Yao Hong

机构信息

School of Energy and Power Engineering, Huazhong University of Science and Technology, Wuhan, 430074, China.

School of Energy and Power Engineering, Huazhong University of Science and Technology, Wuhan, 430074, China.

出版信息

Water Res. 2025 Jan 1;268(Pt A):122578. doi: 10.1016/j.watres.2024.122578. Epub 2024 Oct 12.

Abstract

Municipal sewage sludge contains a high water content and strong hydrophilicity, making mechanical dewatering a critical step in sludge treatment and disposal. To clarify the collapse of filtration channels within the sludge cake under high pressure and to develop more precise targeted conditioning methods, this study focused on the direct correlation between pore structure evolution and sludge dewatering performance. A self-designed online system was used to compare the dewatering processes of raw sludge, thermal hydrolyzed (TH) sludge, and carbonaceous skeleton-assisted thermal hydrolyzed (CSkel-TH) sludge. In-depth analysis was conducted on the structure scanning data of the filter cake at different time intervals and the corresponding filtrate mass data. The results showed that during the press filtration process, the raw sludge gradually transformed into a filter cake, with larger pores trapping the water. In the upper and bottom layers, regions with a porosity higher than 10 % appeared, forming a "water-locking layer" even with continued pressure, it became impossible to remove additional water. After separate hydrolysis, the porosity and pore connectivity of the sludge decreased, and the thickness of the "water-locking layer" increased as press filtration progressed, inhibiting water discharge and making cake formation difficult. Following CSkel-TH treatment, the number of pores with diameters ranging from tens to over a hundred micrometers increased, and the connectivity between pores was enhanced. In this case, the channels formed by interconnected small pores continuously transported the water trapped in the large pores outward, facilitating water discharge. This work provided a basis for further targeted regulation of pore structures to enhance the effectiveness of high-pressure dewatering of sludge.

摘要

城市污水污泥含水量高且亲水性强,这使得机械脱水成为污泥处理与处置中的关键步骤。为阐明高压下污泥饼内过滤通道的坍塌情况并开发更精确的靶向调理方法,本研究聚焦于孔隙结构演变与污泥脱水性能之间的直接关联。使用自行设计的在线系统比较了原生污泥、热水解(TH)污泥和碳质骨架辅助热水解(CSkel-TH)污泥的脱水过程。对不同时间间隔的滤饼结构扫描数据及相应的滤液质量数据进行了深入分析。结果表明,在压滤过程中,原生污泥逐渐转变为滤饼,较大的孔隙截留了水分。在上层和底层,出现了孔隙率高于10%的区域,形成了“锁水层”,即使持续施压,也无法去除更多水分。单独水解后,污泥的孔隙率和孔隙连通性降低,随着压滤的进行,“锁水层”厚度增加,抑制了排水并使滤饼形成困难。经过CSkel-TH处理后,直径从几十到一百多微米的孔隙数量增加,孔隙之间的连通性增强。在这种情况下,由相互连通的小孔形成的通道不断将截留于大孔隙中的水向外输送,促进了排水。这项工作为进一步靶向调控孔隙结构以提高污泥高压脱水效果提供了依据。

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