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在不同藻华强度下用于海水预处理的可持续高通量陶瓷膜操作

Sustainable high-flux ceramic membrane operations for seawater pretreatment under diverse algal bloom intensities.

作者信息

Xu Boyan, Ding Meiyue, Tan Kar Ming, Tan Brenda Rui Lin, Ng Tze Chiang Albert, Lee Lai Yoke, Hiroshi Noguchi, Terutake Niwa, Bae Sungwoo, Ng How Yong

机构信息

NUS Environmental Research Institute, National University of Singapore, 5A Engineering Drive 1, 117411, Singapore; Center for Water Research, Beijing Normal University, Zhuhai 519087, China.

NUS Environmental Research Institute, National University of Singapore, 5A Engineering Drive 1, 117411, Singapore.

出版信息

Water Res. 2025 Sep 1;283:123879. doi: 10.1016/j.watres.2025.123879. Epub 2025 May 21.

DOI:10.1016/j.watres.2025.123879
PMID:40446404
Abstract

Achieving reliable high-flux ultrafiltration (UF) for seawater treatment, particularly during harmful algal blooms (HABs), remains a significant challenge. This study revisited the conventional in-line coagulation followed by ultrafiltration (IC-UF) process and evaluated its performance under high-flux ceramic membrane operation (net flux: 200 L/m/h) across varying HAB intensities. In addition, we re-evaluated a pretreatment approach combining in-line coagulation and flocculation prior to ultrafiltration (ICF-UF), a well-established yet rarely implemented strategy in seawater desalination, and critically compared its performance with IC-UF. A stepwise strategy was employed to develop a treatment-performance matrix incorporating parameters such as algal organic matter (AOM), turbidity, chlorophyll-a, and modified fouling index (MFI). This matrix, established through jar tests and batch filtration experiments, aimed to guide seawater pretreatment by assessing IC-UF and ICF-UF performance under varying iron doses, flocculation durations, and HAB intensities (10-10 cells/mL). During the transition from batch to continuous UF, AOM emerged as a key predictor of fouling in continuous high-flux UF, as it contributed primarily to physical irreversible fouling. Conversely, elevated MFI values observed in batch UF, mainly driven by microparticles, did not reliably indicate membrane fouling under continuous operation, due to effective routine physical backwashing. Importantly, AOM form stable complexes with Fe, generating synergetic irreversible foulants that substantially reduced the efficacy of maintenance cleaning (MC) during continuous high-flux UF operation. To mitigate this, MC strategies were optimized through sequential chemical cleaning, wherein citric acid preconditioning facilitated subsequent NaOCl cleaning by improving removal of AOM-Fe complexes. In continuous multi-week high-flux seawater pretreatment, IC-UF effectively controlled membrane fouling at lower algal densities (e.g., 10 cells/mL) by promoting microparticles formation and AOM removal. However, at higher algal densities, IC-UF resulted in severe physical irreversible cake layer formation and pore blockage. In contrast, ICF-UF enhanced coagulation kinetics and microparticle aggregation through active iron sites (e.g., η-H2O and η-OH), leading to greater removal of microparticles (2-6 μm), biopolymers, humic substances, and low molecular weight (LMW) compounds. Consequently, ICF-UF demonstrated superior fouling mitigation under severe HAB condition (>3 × 10 cells/mL) by reducing both irreversible cake layer formation and pore blockage (characterized as aromatic-proteinic AOMs), compared to IC-UF. Collectively, this study demonstrates the potential of conventional IC-UF and the newly applied ICF-UF to enhance ceramic membrane sustainability in seawater pretreatment across a range of HAB intensities, achieving substantially higher fluxes than those typically reported in full-scale desalination plants, without requiring dissolved air flotation (DAF).

摘要

实现用于海水处理的可靠高通量超滤(UF),尤其是在有害藻华(HABs)期间,仍然是一项重大挑战。本研究重新审视了传统的在线混凝后接超滤(IC-UF)工艺,并评估了其在高通量陶瓷膜运行(净通量:200 L/m²/h)下,针对不同藻华强度的性能。此外,我们重新评估了一种在超滤之前结合在线混凝和絮凝的预处理方法(ICF-UF),这是一种在海水淡化中已确立但很少实施的策略,并严格将其性能与IC-UF进行了比较。采用逐步策略来开发一个处理性能矩阵,该矩阵纳入了诸如藻类有机物(AOM)、浊度、叶绿素a和改良污垢指数(MFI)等参数。通过烧杯试验和间歇过滤实验建立的这个矩阵,旨在指导在不同铁剂量、絮凝持续时间和藻华强度(10⁴ - 10⁶细胞/mL)下,评估IC-UF和ICF-UF的性能。在从间歇超滤过渡到连续超滤的过程中,AOM成为连续高通量超滤中污垢形成的关键预测指标,因为它主要导致物理不可逆污垢。相反,在间歇超滤中观察到的升高的MFI值主要由微粒驱动,由于有效的常规物理反冲洗,在连续运行下并不能可靠地指示膜污染。重要的是,AOM与铁形成稳定的络合物,产生协同不可逆污垢物,在连续高通量超滤运行期间显著降低了维护清洗(MC)的效果。为了缓解这一问题,通过顺序化学清洗对MC策略进行了优化,其中柠檬酸预处理通过改善AOM-铁络合物的去除促进了随后的次氯酸钠清洗。在连续数周的高通量海水预处理中,IC-UF通过促进微粒形成和AOM去除,在较低藻类密度(例如10⁴细胞/mL)下有效控制了膜污染。然而,在较高藻类密度下,IC-UF导致严重的物理不可逆滤饼层形成和孔堵塞。相比之下,ICF-UF通过活性铁位点(例如η-H₂O和η-OH)增强了混凝动力学和微粒聚集,导致对微粒(2 - 6μm)、生物聚合物、腐殖物质和低分子量(LMW)化合物的去除率更高。因此,与IC-UF相比,ICF-UF在严重藻华条件(>3×10⁵细胞/mL)下通过减少不可逆滤饼层形成和孔堵塞(以芳香族-蛋白质类AOMs为特征)表现出卓越的污垢缓解能力。总体而言,本研究证明了传统IC-UF和新应用的ICF-UF在一系列藻华强度下增强海水预处理中陶瓷膜可持续性的潜力,实现了比全尺寸海水淡化厂通常报道的通量高得多的通量,且无需溶解气浮(DAF)。

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