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Enhancement of anaerobic digestibility of waste activated sludge using photo-Fenton pretreatment

机译:使用光芬顿预处理的废活性污泥的厌氧消化率提高

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Biological treatments, such as activated sludge process, are common methods to treat municipal and industrial wastewaters. However, they produce huge amounts of waste activated sludge (WAS). The excess sludge treatment and disposal are a challenge for wastewater treatment plants due to economic, environmental, and regulatory factors. In this study, photo-Fenton pretreatment (oxidation using hydrogen peroxide and iron catalyst aided with UV light) was optimized using response surface methodology (RSM) and central composite design (CCD) to determine the effects of three operating parameters (H2O2 dosage, H2O2/Fe2+ molar ratio, and irradiation time) on disintegration and dewaterability of WAS. MLVSS removal, capillary suction time (CST) reduction, sCOD, and EPS were obtained as 70%, 25%, 12,000 mg/L, and 500 mg/L, respectively, at the optimal conditions, i.e., 725 g H2O2/kg TS, H2O2/Fe2+ molar ratio 80, and irradiation time 40 min. Two batch-fed completely mixed mesophilic anaerobic digesters were then operated at 15-day solid retention time (SRT) and 37 +/- 0.5 A degrees C to compare the digestibility of untreated and photo-Fenton pretreated sludge in terms of volatile solids (VS) reduction, COD removal, and biogas production at steady-state operations. Photo-Fenton pretreatment followed by anaerobic digestion of WAS was very effective and yielded 75.7% total VS reduction, 81.5% COD removal, and 0.29-0.31 m(3)/kg VSfed center dot d biogas production rate, compared to 40.7% total VS solid reduction, 54.7% COD removal, and 0.12-0.17 m(3)/kg VSfed center dot d biogas production rate for control. Thus, photo-Fenton can be a useful pretreatment step in sludge management.
机译:诸如活性污泥过程的生物处理是治疗市政和工业废水的常用方法。然而,它们产生了大量的废物活性污泥(是)。由于经济,环境和监管因素,过量的污泥处理和处置是废水处理厂的挑战。在本研究中,使用响应表面方法(RSM)和中央复合设计(CCD)优化了光芬顿预处理(使用过氧化氢和使用过氧化铁催化剂的铁催化剂),以确定三种操作参数的影响(H2O2剂量,H2O2 / Fe2 +摩尔比和辐射时间)对崩解和脱水性的崩解和脱水性。 MLVSS除去,毛细管吸入时间(CST)还原,SCOD和EP,分别在最佳条件下获得70%,25%,12,000mg / L和500mg / L,即725g H2O2 / kg TS ,H 2 O 2 / Fe2 +摩尔比80,并照射时间40分钟。然后在15天的固体保留时间(SRT)和37 +/- 0.5 A℃下操作两种分批完全混合的嗜苯胺厌氧消化器,以比较未经处理的和光芬顿预处理污泥的易用性在挥发性固体(VS )在稳态操作下还原,鳕鱼去除和沼气产生。光芬顿预处理随后是厌氧消化的是非常有效的,总VS减少75.7%,81.5%鳕鱼去除,0.29-0.31米(3)/ kg V​​SFED中心点D沼气生产率,相比40.7%总Vs固体还原,54.7%鳕鱼去除,0.12-0.17米(3)/ kg V​​SFED中心点D沼气生产率进行控制。因此,光芬顿可以是污泥管理中有用的预处理步骤。

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