2010
DOI: 10.1016/j.desal.2008.11.052
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Performances of RO and NF processes for wastewater reuse: Tertiary treatment after a conventional activated sludge or a membrane bioreactor

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Cited by 74 publications
(39 citation statements)
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“…Therefore, to satisfy the broad demands for high quality reclaimed water, further advanced treatment technologies, such as membrane technology, are desperately needed. Membrane processes, such as ultrafiltration (UF), nanofiltration (NF) and reverse osmosis (RO), have been widely applied in wastewater treatment and reuse (Jacob et al, 2010;Lau and Ismail, 2009). The UF process could not meet with the requirements for chemical oxygen demand (COD), nitrogen and phosphorus in the new Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant in Beijing (DB11/890-2012), whose requirements are similar to those of the surface water Class IV standard (GB 3838-2002) (except the limit for total nitrogen).…”
Section: Introductionmentioning
confidence: 99%
“…Therefore, to satisfy the broad demands for high quality reclaimed water, further advanced treatment technologies, such as membrane technology, are desperately needed. Membrane processes, such as ultrafiltration (UF), nanofiltration (NF) and reverse osmosis (RO), have been widely applied in wastewater treatment and reuse (Jacob et al, 2010;Lau and Ismail, 2009). The UF process could not meet with the requirements for chemical oxygen demand (COD), nitrogen and phosphorus in the new Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant in Beijing (DB11/890-2012), whose requirements are similar to those of the surface water Class IV standard (GB 3838-2002) (except the limit for total nitrogen).…”
Section: Introductionmentioning
confidence: 99%
“…It is generally believed that an appropriate pretreatment process could be a key factor for the steady performance of NF or RO in wastewater treatment, especially the sort of wastewater with high contents of organic matters, total dissolved solids (TDS), and suspended solids (SS) (Alturki et al 2010;Huang et al 2009;Jacob et al 2010;Ordóñez et al 2011). It was found that the deployment of MBR as a pretreatment prior to NF/RO could effectively reduce the membrane fouling of NF/RO.…”
Section: Electronic Supplementary Materialsmentioning
confidence: 99%
“…Membrane technologies, such as microfiltration (MF), ultrafiltration (UF), nanofiltration (NF), and reverse osmosis (RO), have been widely applied in wastewater treatment and reuse (Alturki et al 2010;García-Figueruelo et al 2008;Jacob et al 2010;Lau and Ismail 2009). Considering the large pore size of MF and UF which lead a low rejection rate of micropollutants in the wastewater, many studies turned their focus on NF and RO for the applications in the advanced treatment and reclamation of industrial wastewater because of their high efficiency in desalination and steady performance (Al-Rifai et al 2011;Andrade et al 2014;Baudequin et al 2014;Michael et al 2013;Ravikumar et al 2014).…”
Section: Electronic Supplementary Materialsmentioning
confidence: 99%
“…However, if a higher water quality level is required, such as water for indirect potable reuse or industrial reuse, a tertiary treatment, such as nanofiltration or reverse osmosis, could be necessary (Brik et al, 2006;Jacob et al, 2010). Nanofiltration (NF) is an intermediary process between ultrafiltration and reverse osmosis.…”
Section: Introductionmentioning
confidence: 99%
“…Moreover, it has lower pressure requirements and higher flux compared to reverse osmosis (Suksaroj et al, 2008). Studies show that NF is an efficient treatment system for secondary or tertiary effluents aiming at the generation of water for industrial, agricultural, or indirect potable reuse (Koyuncu et al, 2000;Dresch et al, 2001;Shu et al, 2005;Acero et al, 2010;Jacob et al, 2010;Luo et al, 2011;Riera et al, 2013;Andrade et al, 2014).…”
Section: Introductionmentioning
confidence: 99%