School of Environmental Science and Engineering, Huazhong University of Science and Technology, Wuhan, Hubei, 430074, China.
School of Environmental Science and Engineering, Huazhong University of Science and Technology, Wuhan, Hubei, 430074, China.
Water Res. 2017 Dec 1;126:342-350. doi: 10.1016/j.watres.2017.09.044. Epub 2017 Sep 25.
Organic content of sludge is a major factor influencing its dewaterability. Conditioning sewage sludge with oxidation reagents (Fenton's reagent or Fe/persulfate) can effectively improve sludge dewaterability. In traditional conditioning process of sewage sludge, the optimization of conditioner dosage were commonly based on volume of sludge (referred as mg/L) or mass of dry solid (DS) of sludge (referred as mg/g DS). However, inconsistency of the oxidation dose mode existed for different sewage sludge sources. In this study, sludge samples of different volatile solids (VS) contents were used to derive optimal dosages of Fenton's reagent and Fe/persulfate, using the response surface methodology (RSM). For the case of Fenton's reagent, the optimal dosages of Fe and HO were 107-110 mg/g VS and 86-88 mg/g VS, respectively. For Fe/persulfate, the optimal dosages of Fe and persulfate were 49 mg/g VS and 269-271 mg/g VS, respectively. The optimal dosages of the oxidation reagents based on VS contents were proved to be consistent and effective for different sewage sludge with different organic matter contents from different wastewater treatment plants (WWTPs). In contrast, the optimal dosages of oxidation reagents, based on DS, fluctuated significantly for different sludge sources. Furthermore, sewage sludge dewaterability was significantly related to the degradation and the content of loosely bound extracellular polymeric substances (LB-EPS) in the organic matters of conditioned sludge (R > 0.9, p < 0.01). Thus, the improvement of sludge dewaterability could be related with the destruction of the VS in sludge with the conditioners of oxidant reagent. It indicated that optimization of oxidation reagent based on VS content is more plausible than that of based on DS content for different sewage sludge with different organic matter contents.
污泥的有机含量是影响其脱水性能的主要因素。用氧化试剂(芬顿试剂或铁/过硫酸盐)调理污水污泥可以有效地改善污泥的脱水性能。在传统的污水污泥调理过程中,调理剂用量的优化通常基于污泥的体积(以 mg/L 计)或污泥干固体(DS)的质量(以 mg/g DS 计)。然而,不同污水污泥来源的氧化剂量模式存在不一致性。在这项研究中,使用响应面法(RSM),使用不同挥发性固体(VS)含量的污泥样品来推导出芬顿试剂和铁/过硫酸盐的最佳剂量。对于芬顿试剂,Fe 和 HO 的最佳剂量分别为 107-110 mg/g VS 和 86-88 mg/g VS。对于铁/过硫酸盐,Fe 和过硫酸盐的最佳剂量分别为 49 mg/g VS 和 269-271 mg/g VS。基于 VS 含量的氧化试剂的最佳剂量被证明对来自不同污水处理厂(WWTP)的不同有机物质含量的不同污水污泥是一致且有效的。相比之下,基于 DS 的氧化试剂的最佳剂量因污泥来源而异波动很大。此外,污水污泥的脱水性能与调理污泥中有机物的降解和松散结合的胞外聚合物物质(LB-EPS)的含量密切相关(R > 0.9,p < 0.01)。因此,污泥脱水性能的提高可能与氧化试剂调理剂对污泥中 VS 的破坏有关。这表明,对于不同有机物质含量的不同污水污泥,基于 VS 含量的氧化试剂的优化比基于 DS 含量的优化更合理。