| Literature DB >> 24810740 |
Hao Zhang1, Jiakuan Yang2, Wenbo Yu1, Sen Luo1, Li Peng1, Xingxing Shen1, Yafei Shi1, Shinan Zhang1, Jian Song1, Nan Ye1, Ye Li3, Changzhu Yang1, Sha Liang4.
Abstract
Red mud was evaluated as an alternative skeleton builder combined with Fenton's reagent in sewage sludge conditioning. The results show that red mud combined with Fenton's reagent showed good conditioning capability with the pH of the filtrate close to neutrality, indicating that red mud acted as a neutralizer as well as a skeleton builder when jointly used with Fenton's reagent. Through response surface methodology (RSM), the optimal dosages of Fe(2+), H2O2 and red mud were proposed as 31.9, 33.7 and 275.1 mg/g DS (dry solids), respectively. The mechanism of the composite conditioner could be illuminated as follows: (1) extracellular polymeric substances (EPS), including loosely bound EPS and tightly bound EPS, were degraded into dissolved organics, e.g., proteins and polysaccharides; (2) bound water was released and converted into free water due to the degradation of EPS; and (3) morphology of the conditioned sludge exhibited a porous structure in contrast with the compact structure of raw sludge, and the addition of red mud formed new mineral phases and a rigid lattice structure in sludge, allowing the outflow of free water. Thus, sludge dewatering performance was effectively improved. The economic assessment for a wastewater treatment plant of 370,000 equivalent inhabitants confirms that using red mud conditioning, combined with Fenton's reagent, leads to a saving of approximately 411,000 USD/y or 50.8 USD/t DS comparing with using lime and ordinary Portland cement combined with Fenton's reagent, and approximately 612,000 USD/y or 75.5 USD/t DS comparing with the traditional treatment.Entities:
Keywords: Bound water; Extracellular polymeric substances (EPS); Fenton's reagent; Red mud; Sewage sludge conditioning
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Year: 2014 PMID: 24810740 DOI: 10.1016/j.watres.2014.04.026
Source DB: PubMed Journal: Water Res ISSN: 0043-1354 Impact factor: 11.236