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Treatability and fate of various phosphorus fractions in different wastewater treatment processes

机译:不同废水处理工艺中各种磷馏分的可处理性和结局

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摘要

The increasingly more stringent phosphorus (P) discharge limits, which are below thenconcentrations reliably achievable with currently available technologies, demand for betternunderstanding of phosphorus removal mechanisms. This study investigated the compositionalnfractions of phosphorus (P) in various effluents as well as the efficacy of different levels ofntreatment processes for removing different fractions of P in wastewater. The results showed thatnBNR can effectively remove most fractions of P, with relatively higher efficiencies (493%) towardsnbioavailable forms of P including soluble reactive P (sRP), particulate reactive P (pRP) portion andnparticulate acid hydrolysable P (pAHP) and, it showed relatively lower efficiency (78%) towardsnorganic P. Soluble acid hydrolysable P (sAHP) was not effectively removed (o40%). Chemical Pnremoval process was more effective for elimination of sRP, sAHP and particulate organic P (pOP),nbut was not as effective for removing pAHP and, it exhibited nearly no removal of dissolvednorganic P (DOP). We found that chemical P removal process led to a significant increase in thenconcentration of pRP by up to 255%, indicating that these pRP (presumably as chemically boundednP) are likely formed through chemical precipitation/co-adsorption. Only 22% and 64% of the pRPnwas removed through tertiary clarifier and filtration, respectively. This implies that chemicalnaddition converts sRP into particulate-associated P, mostly as pRP that was not easily removed bynsedimentation and filtration, therefore, the efficacy of chemical P removal highly depends on theneffectiveness of solid and liquid separation process. As more sRP and particulate P were removednthrough the series of treatment processes, the percentage contribution from organic P increasesnwith the level of treatment due to its recalcitrant nature. Our results indicated that in order tonachieve extremely low effluent P levels, technologies and processes that can enhance pRP andnDOP removal will be required.
机译:越来越严格的磷(P)排放限值(低于当前可用技术可可靠达到的浓度)要求更好地了解除磷机理。这项研究调查了各种废水中磷(P)的组成分数以及不同水平的处理工艺去除废水中不同比例P的功效。结果表明,nBNR可以有效去除大部分P,对P的生物可利用形式(包括可溶性反应性P(sRP),颗粒反应性P(pRP)部分和颗粒酸可水解P(pAHP))具有较高的效率(493%),并且表明对有机磷的相对较低效率(78%)。可溶性酸可水解磷(sAHP)未得到有效去除(o40%)。化学Pn去除工艺对去除sRP,sAHP和颗粒有机P(pOP)更有效,但对去除pAHP则不那么有效,对溶解性有机P(DOP)的去除几乎没有。我们发现化学P去除过程导致pRP的浓度显着增加了多达255%,这表明这些pRP(大概是化学结合的nP)可能是通过化学沉淀/共吸附形成的。分别通过三级澄清器和过滤除去了22%和64%的pRPn。这意味着化学加成将sRP转化为与颗粒相关的P,主要是作为不易通过沉降和过滤去除的pRP,因此,化学P去除的效果在很大程度上取决于固液分离过程的效率。随着一系列处理过程中去除了更多的sRP和颗粒P,由于有机P的顽固性,有机P的贡献百分比随处理水平的增加而增加。我们的结果表明,要想达到极低的废水P水平,就需要能够提高pRP和nDOP去除率的技术和工艺。

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  • 来源
    《Water Science and Technology》 |2011年第4期|p.1-7|共7页
  • 作者单位

    A. Z. Gu (corresponding author)L. LiuDepartment of Civil andEnvironmental Engineering,Northeastern University,Boston, 02115,MA, USAE-mail: april@coe.neu.edu,liu.l@husky.neu.eduJ. B. NeethlingHDR Engineering Inc. Folsom,95630, CAUSAE-mail: JB.Neethling@hdrinc.comH. D. StenselCivil Engineering,University of Washington,Seattle, 98195,WA,USAE-mail: stensel@u.washington.eduS. MurthyDistrict of Columbia Water and Sewer Authority,20032,Washington D.C. USAE-mail: Sudhir.Murthy@dcwasa.com,;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    BNR, phosphorus fractionation, phosphorus removal, nutrient removal;

    机译:BNR;磷分级分离;除磷;去除营养;

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