A biotechnological approach for suspended solids removal in biogas slurry via microbially induced calcite precipitation (MICP)

悬浮物 方解石 挥发性悬浮物 总悬浮物 泥浆 总溶解固体 碳酸钙 悬挂(拓扑) 尿素酶 化学工程 环境科学 制浆造纸工业 尿素 化学 环境化学 环境工程 废水 工程类 矿物学 化学需氧量 纯数学 有机化学 数学 同伦
作者
Rui Wang,Chao‐Sheng Tang,Xiaohua Pan,Zhengtao Shen,Yujia Liu,Xiancai Lu
出处
期刊:Journal of Cleaner Production [Elsevier BV]
卷期号:459: 142537-142537 被引量:9
标识
DOI:10.1016/j.jclepro.2024.142537
摘要

This study investigated the application of the microbially induced calcite precipitation (MICP) technique for removing suspended solids from biogas slurry. A series of laboratory tests on suspended solids content and colority determination was conducted to evaluate the feasibility of this technique and the removal performance of suspended solids. Combined with tests on residual calcium ions concentration and micro scale, the effects of crucial factors (including urease activity and CaCl2-Urea content) and the mechanisms of suspended solids removal were explored. The results unequivocally demonstrated the effectiveness of the MICP technique in removing suspended solids, achieving optimum removal efficiencies of 91.67±1.68% for suspended solids and 96.50% for colority. The introduction of additional urease-producing bacteria via centrifugation-extraction increased the urease activity of bacterial solution and further enhanced the degree of MICP reaction, but undesirably led to a slight reduction in the removal efficiencies of suspended solids and colority due to the presence of bacteria themselves as suspended solids. Appropriately increasing the CaCl2-Urea content could offer a more adequate material supply to prolong the duration of the MICP process, significantly enhancing the removal efficiency. Nevertheless, the high salinity environment associated with excessive CaCl2-Urea addition (2.0 mol/L) would impair bacteria survival and impede the MICP process, negatively affecting suspended solids removal. The SEM-EDS analysis indicated that in the MICP process, suspended solids were tightly encapsulated by calcium carbonate (mainly calcite) to form strong immobilization aiding their gravity-driven removal. Due to the richness of organic components, they could be considered for reuse as soil amendments and fertilizers. This research provides an innovative insight into the removal of suspended solids from biogas slurry using a biotechnological approach. The MICP technique holds promise for practical applications due to its effectiveness and workability.
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