{"title":"Effect of organic loading rates on granulation characteristics and performance for rice mill wastewater treatment","authors":"Ankit Singh, Rajesh Roshan Dash","doi":"10.1016/j.jwpe.2024.106908","DOIUrl":null,"url":null,"abstract":"<div><div>The impact of elevated OLR in conjunction with an anaerobic feeding strategy on the direct development of Aerobic granular sludge (AGS) for agro-based refractory rice mill wastewater is unexplored. This work utilized four identical sequencing batch reactors (SBRs) namely, R1, R2, R3, and R4 directly supplied with synthetically prepared lignin-rich rice mill wastewater, operating at varying OLR of 3, 6, 9, and 12 kg COD/m<sup>3</sup>·d, respectively to develop AGS. While granules in R1 and R2 achieved a stable average diameter of 1.23 ± 0.2 and 2.56 ± 0.1 mm, R3 and R4 could not meet the traditional AGS requirement due to excessive biomass development and loss of loose and fluffy filamentous granules. Higher EPS and PN/PS values led to compact and stable structures in OLR 3 and 6 kg COD/m<sup>3</sup>·d. Reactor performances were stable for R1 and R2. COD, lignin, TN, <span><math><msubsup><mi>NH</mi><mn>4</mn><mo>+</mo></msubsup></math></span><img>N, and TP removal were 90 ± 2, 80 ± 3, 63 ± 2, 70 ± 2, and 52 ± 3 %, respectively for R1 and 86 ± 1, 73 ± 2, 68 ± 2, 81 ± 3, and 71 ± 2 %, respectively for R2 were observed. For OLR <span><math><mo>≥</mo></math></span> 9 kg COD/m<sup>3</sup>·d, stable granules did not form due to low DO and lignin inhibition led to overall unsatisfactory performance of R3 and R4. This study contributed to a better understanding of AGS formation and treatment performance in terms of organic and nutrient removal under different OLR conditions in lignin rich rice mill wastewater.</div></div>","PeriodicalId":17528,"journal":{"name":"Journal of water process engineering","volume":"70 ","pages":"Article 106908"},"PeriodicalIF":6.7000,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of water process engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S221471442402141X","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2025/1/5 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, CHEMICAL","Score":null,"Total":0}
引用次数: 0
Abstract
The impact of elevated OLR in conjunction with an anaerobic feeding strategy on the direct development of Aerobic granular sludge (AGS) for agro-based refractory rice mill wastewater is unexplored. This work utilized four identical sequencing batch reactors (SBRs) namely, R1, R2, R3, and R4 directly supplied with synthetically prepared lignin-rich rice mill wastewater, operating at varying OLR of 3, 6, 9, and 12 kg COD/m3·d, respectively to develop AGS. While granules in R1 and R2 achieved a stable average diameter of 1.23 ± 0.2 and 2.56 ± 0.1 mm, R3 and R4 could not meet the traditional AGS requirement due to excessive biomass development and loss of loose and fluffy filamentous granules. Higher EPS and PN/PS values led to compact and stable structures in OLR 3 and 6 kg COD/m3·d. Reactor performances were stable for R1 and R2. COD, lignin, TN, N, and TP removal were 90 ± 2, 80 ± 3, 63 ± 2, 70 ± 2, and 52 ± 3 %, respectively for R1 and 86 ± 1, 73 ± 2, 68 ± 2, 81 ± 3, and 71 ± 2 %, respectively for R2 were observed. For OLR 9 kg COD/m3·d, stable granules did not form due to low DO and lignin inhibition led to overall unsatisfactory performance of R3 and R4. This study contributed to a better understanding of AGS formation and treatment performance in terms of organic and nutrient removal under different OLR conditions in lignin rich rice mill wastewater.
提高OLR与厌氧投料策略对农业基难降解米厂废水中好氧颗粒污泥(AGS)的直接发展的影响尚未探索。本研究利用4个相同的顺序间歇式反应器(sbr),即R1、R2、R3和R4,直接供应合成的富含木质素的稻米加工废水,分别在3、6、9和12 kg COD/m3·d的不同OLR下运行,以开发AGS。R1和R2中的颗粒平均直径稳定在1.23±0.2和2.56±0.1 mm,而R3和R4由于生物质过度发育和松散蓬松的丝状颗粒丢失,无法满足传统的AGS要求。在OLR 3和6 kg COD/m3·d条件下,较高的EPS和PN/PS值导致结构致密和稳定。R1和R2反应器性能稳定。R1对COD、木质素、TN、NH4+N和TP的去除率分别为90±2、80±3、63±2、70±2和52±3%;R2对COD、木质素、NH4+N和TP的去除率分别为86±1、73±2、68±2、81±3和71±2%。当OLR≥9 kg COD/m3·d时,由于低DO和木质素抑制导致R3和R4的整体性能不理想,无法形成稳定的颗粒。本研究有助于更好地了解不同OLR条件下富木质素碾米厂废水中AGS的形成及其去除有机和营养物的处理性能。
期刊介绍:
The Journal of Water Process Engineering aims to publish refereed, high-quality research papers with significant novelty and impact in all areas of the engineering of water and wastewater processing . Papers on advanced and novel treatment processes and technologies are particularly welcome. The Journal considers papers in areas such as nanotechnology and biotechnology applications in water, novel oxidation and separation processes, membrane processes (except those for desalination) , catalytic processes for the removal of water contaminants, sustainable processes, water reuse and recycling, water use and wastewater minimization, integrated/hybrid technology, process modeling of water treatment and novel treatment processes. Submissions on the subject of adsorbents, including standard measurements of adsorption kinetics and equilibrium will only be considered if there is a genuine case for novelty and contribution, for example highly novel, sustainable adsorbents and their use: papers on activated carbon-type materials derived from natural matter, or surfactant-modified clays and related minerals, would not fulfil this criterion. The Journal particularly welcomes contributions involving environmentally, economically and socially sustainable technology for water treatment, including those which are energy-efficient, with minimal or no chemical consumption, and capable of water recycling and reuse that minimizes the direct disposal of wastewater to the aquatic environment. Papers that describe novel ideas for solving issues related to water quality and availability are also welcome, as are those that show the transfer of techniques from other disciplines. The Journal will consider papers dealing with processes for various water matrices including drinking water (except desalination), domestic, urban and industrial wastewaters, in addition to their residues. It is expected that the journal will be of particular relevance to chemical and process engineers working in the field. The Journal welcomes Full Text papers, Short Communications, State-of-the-Art Reviews and Letters to Editors and Case Studies