Colloids and Surfaces A: Physicochemical and Engineering Aspects
Mechanism analysis of powdered activated carbon controlling microfiltration membrane fouling in surface water treatment
Graphical abstract
Introduction
Numerous studies have focused on membrane fouling during the past decades, and they have achieved substantial progress towards a better understanding of the fouling behavior [1]. Natural organic matter (NOM), known as the major foulant to microfiltration (MF) membrane [2], was often classified based on molecular weight (MW) and hydrophobicity in relevant studies [3], [4], [5], [6], [7]. Improvements in analytical techniques make it possible to characterize NOM more efficiently. Resin adsorption fractionation and high performance size exclusion chromatography (HPSEC) are the most optimistic measurement methods available for the determination of organic fractions in surface water. With DAX-8/XAD-4/IRA-958 adsorbent resins, NOM could be fractionated into strongly hydrophobic acids (SHA), weakly hydrophobic acids (WHA), charged hydrophilic acids (CHA) and neutral hydrophilic acids (NEU) fractions [8]. MW distribution of NOM such as low MW neutrals, low MW acids, building blocks(BB), humic substances(HS), biopolymers (BP) could also be identified and isolated by HPSEC in conjunction with a relatively new technique named peak-fitting [9–11]. Based on the advanced analytical techniques, hydrophobic fractions (e.g. humic acid) [12], hydrophilic fractions [13], hydrophobic and hydrophilic compounds [14], SHA and NEU fractions [15], low MW compounds [16], macromolecules BP fractions [17] were all once believed to be responsible for membrane fouling. Notwithstanding the above efforts, there were obvious contradictory results on the fouling tendency of different fractions, a clear call for an in-depth and thorough elaboration about the characteristics of natural water that causes membrane fouling.
Pre-treatment of the raw water is known to be conductive to mitigating low-pressure membrane fouling [18], [19]. The powdered activated carbon (PAC) pre-adsorption was well known as a common procedure before membrane filtration process to remove NOM. Studies testified that PAC could enhance membrane performance [20], [21], [22] as it controlled membrane fouling by adsorbing a proportion of NOM [23], [24], [25], [26], and thus lowered the fouling load. Yet, the mechanism of PAC addition prior to membrane filtration on fouling mitigation is not well elucidated.
Membrane fouling is generally believed to be a decrease in permeate flux caused by foulants’ depositing on the membrane surface or blocking the membrane pores [27]. The mechanisms of blocking during fouling have been discussed in various studies according to Hermia’s four types of blocking mechanisms, i.e. complete pore blocking, intermediate pore blocking, standard pore blocking and cake layer formation [28]. Hwang and Lin [29] reported that various membrane presented different blocking types e.g., standard blocking, intermediate blocking and complete blocking were responsible for the MF-Millipore, Durapore, Isopore membrane, respectively. Lin et al. [30] used bovine serum albumin (BSA) to determine the membrane fouling behavior and found that standard blocking was the main fouling mechanism. Li et al. [31] investigated the effects of algae organic matter on the fouling of a poly(ether sulfone) membrane and the results suggested that cake formation was the major mechanism. Blocking mechanism is meaningful because of the guidance it provides to understanding the fouling behavior, and choosing the proper membrane with suitable cleaning methods. However, few studies have so far been reported about the evaluation of PAC on membrane fouling by blocking model.
In a microscopic aspect, the interaction force between foulants and membrane was the critical factor in membrane fouling [32], [33]. Recently, the extended Derjaguin – Landau – Verwey – Overbeek (XDLVO) theory has proven to be a powerful and rigorous approach to quantitatively unravel the membrane-foulants interaction [34], [35]. Wang et al. [35] found that XDLVO-model was sufficient to assess short-range membrane-foulant interactions and to predict soluble microbial products fouling. Huang et al. [36] stated that XDLVO theory could be used for algae organic matter membrane fouling analysis. Chen et al. [34] adopted the interfacial energy of membranes and foulants to explore the interaction energy profiles for different membranes, providing considerable insights into the role of interaction behavior between membrane and foulants. Lin et al. [37] used XDLVO theory to predict initial membrane fouling behavior and explore the mechanism of pre-chlorination for the mitigation of membrane fouling. To the best of our knowledge, the application of XDLVO theory in the study of membrane fouling mechanisms coupled with PAC pretreatment has not been reported yet.
The objectives of the study were (1) to observe the improvement of membrane flux by PAC addition and to explore the MF fouling behavior by blocking model; (2) to characterize the foulants by resin adsorption fractionation and HPSEC with peak-fitting and to identify the major foulants removed by PAC; (3) to unravel the interaction energy between membrane and foulants with XDLVO theory. The main novelty of this work was that blocking models and XDLVO theory were used to further comprehend the behavior of PAC mitigating membrane fouling during MF of surface water. The results were expected to provide useful information for understanding the mechanism of PAC controlling membrane fouling during surface water treatment.
Section snippets
Source water and PAC
The source water sample was collected from Sanhaowu Lake in the campus of Tongji University, China. Two commercially available wood-based carbons, i.e. CS from Suzhou Citywater Co. Ltd, and CF provided by Yuanli Active Carbon Co., Ltd, were used in the experiments. The physical and chemical characteristics (i.e., particle size, pore structure and surface functional groups) of PAC are described in Figs. S1–S3.
Pretreatment was carried out by dosing PAC (50 mg/L) into the raw water sample. After a
Flux variations and blocking model analysis
Fig. 1 displays the flux variations with specific accumulating volume for MF alone and MF with PAC addition.
In filtration experiment, two distinctive stages could be identified with regard to the flux decline. At the initial stage (i.e. specific volume of 0–100 ml), the foulants were rapidly adsorbed or deposited on membrane surface, so membrane was promptly fouled and the flux declined drastically. Wu et al. [46] attributed this to the formation of a fouling layer caused by the adsorption of
Conclusion
Based on the analysis of PAC mitigating membrane fouling during MF of surface water, the following conclusions may be drawn.
- (1)
Cake formation was the major mechanism of membrane fouling, and raw water samples with PAC pre-adsorption showed a relatively low fouling rate.
- (2)
The alleviation of membrane fouling by PAC was attributed to the fact that PAC pre-adsorption enhanced the removal of NEU and SHA (based on fractionation), and BB&LMW-A (based on HPSEC with peak-fitting).
- (3)
AB interaction energy was a
Acknowledgements
This research was financially supported by the National Water Pollution Control and Treatment Key Technologies R&D Program (No. 2012ZX07403- 001). The authors also thank the support of the National Natural Science Foundation of China (No. 51308131).
References (63)
- et al.
Effect of particle size and concentration on the synergistic UF membrane fouling by particles and NOM fractions
J. Membr. Sci.
(2013) - et al.
Effect of different cations on UF membrane fouling by NOM fractions
Chem. Eng. J.
(2013) - et al.
Ultrafiltration membrane fouling by extracellular organic matters (EOM) of Microcystis aeruginosa in stationary phase: influences of interfacial characteristics of foulants and fouling mechanisms
Water Res.
(2012) - et al.
Behaviours of natural organic matter in membrane filtration for surface water treatment – a review
Desalination
(2006) - et al.
The fouling of microfiltration membranes by NOM after coagulation treatment
Water Res.
(2000) - et al.
Effects of humic substance characteristics on UF performance
Water Res.
(2000) - et al.
Influence of the characteristics of natural organic matter on the fouling of microfiltration membranes
Water Res.
(2001) - et al.
Prediction of DOM removal of low specific UV absorbance surface waters using HPSEC combined with peak fitting
J. Environ. Sci.
(2012) - et al.
Assessing the interaction effects of coagulation pretreatment and membrane material on UF fouling control using HPSEC combined with peak-fitting
J. Membr. Sci.
(2015) - et al.
Interplay of different NOM fouling mechanisms during ultrafiltration for drinking water production
Water Res.
(2007)