The application of membrane technology in the field of water treatment was increasingly widespread, but membrane fouling still restricted its development, and the membrane needed to be chemically cleaned. This research focused on the high-efficiency pickling technology of ceramic membrane, and developed the cleaning technology of ceramic membrane in cooperation with surfactant. In the experiment, the municipal secondary effluent was used as the raw water, and the single-step, mixed and step-by-step cleaning effects of three strong acids, three weak acids and surfactants on ceramic membranes and polyvinylidene difluoride (PVDF) membranes were investigated. For ceramic membrane, the optimal cleaning combination was H2SO4 first and then DTAC, and the flux recovery rate could reach 96.94%; for PVDF membrane, the optimal cleaning combination was HNO3 first and then H2SO4, and the flux recovery rate could reach 93.72%. In addition, the surface of initial, polluted, and cleaned membranes were analyzed by scanning electron microscope and contact angle, and the fouling mechanism of the ceramic membrane was analyzed. The results showed that through physical cleaning and chemical cleaning, most of the pollutants on the membrane surface and pores were removed. The cleaning method can effectively control the membrane pollution.

  • The effects of different cleaning agents on ceramic membrane and PVDF membrane were compared.

  • The running time of ceramic membrane is longer after optimal single acid cleaning.

  • The flux recovery rate of both membranes can reach more than 90% after optimal cleaning.

  • Combining microscopic characterization to determine the cleaning efficacy.

Graphical Abstract

Graphical Abstract

In recent years, membrane treatment technology has been widely used in water treatment. Compared with other membrane materials, flat ceramic membranes have the advantages of high mechanical strength, good chemical stability, easy cleaning and regeneration, and long service life. It has a development potential that cannot be ignored in the field of sewage treatment (Li et al. 2020). At present, the market share of inorganic membrane in water treatment technology industry is about one eighth. In the future, the market sales of inorganic membrane will double every three years, which has broad application prospects (Gong et al. 2019). The biggest obstacle restricting the development of membrane separation technology is membrane fouling (Sun 2019; Gao et al. 2021; Chen & Liu 2022). When the membrane fouling reaches the limit, it needs to be cleaned to restore the flux and prolong the service life (Asif & Zhang 2021).

Chemical cleaning is the most direct and efficient cleaning method for flux recovery. Commonly used chemical cleaning agents include acid, alkali, oxidant, surfactant, etc. The effect of chemical cleaning is closely related to the type of agent, method and conditions. However, in the process of chemical cleaning, there are many problems such as low mass transfer rate of active components, large amount of cleaning agents, and the destruction of membrane structure by cleaning agents, especially oxidizing agents, which obviously weaken the performance of the cleaning process (Porcelli & Judd 2010). Therefore, many new membrane cleaning methods have been born in recent years, such as H2O2-MnO2 system, ultrasonic cavitation, nano-microbubble enhanced cleaning, etc. However, they have not been widely spread (He et al. 2019; Li 2021). On the contrary, in practice, the chemical immersion method is widely used due to the advantages of simple process, so it is particularly important to further optimize the chemical cleaning mode to improve the membrane cleaning efficiency. At present, there are few researches on acid cleaning in chemical cleaning, especially the research on the cleaning effect of ceramic membranes under different cleaning methods of strong acid and weak acid is still lacking compared with organic membranes, and the cleaning mechanism is not clear. The problem, to a large extent, restricts the popularization and application of ceramic membrane water treatment technology (Zhang et al. 2020). In the previous study, the research group found that the acid cleaning reagent (HCl) had a better cleaning effect on the ceramic membrane, and the flux recovery rate could reach more than 80%, indicating that ceramic membrane had good pickling potential, so it was necessary to carry out systematic research on ceramic membrane pickling technology (Zhang et al. 2017; Zhong 2019).

In this study, the cleaning effects of three strong acids and three weak acids in single-step, mixed, step-by-step and synergistic with surfactants on ceramic membranes were investigated and compared with polyvinylidene difluoride (PVDF) membranes. For ceramic membrane under the cleaning methods of different combinations of cleaning agents, different cleaning effects were analyzed and the best combination of acid cleaning agents was selected. Characterization and analysis were carried out by means of scanning electron microscopy and contact angle. In order to find out the cleaning mechanism, develop efficient flat ceramic membrane cleaning technology and provide reference for the practical application of cleaning agents.

Experimental materials

Experimental device

The experimental device of this experiment was shown in Figure 1. The inlet and outlet tanks were made of polyvinyl chloride (PVC). The membrane pool was composed of plexiglass, with a length and width of 0.4 m, a height of 1 m, and an effective volume of 160 L. A membrane frame made of plexiglass was placed in the membrane pool, and two ceramic membranes and two PVDF membranes were placed in the membrane frame. There was a microporous aeration pipe at the bottom of the membrane frame. The aeration intensity was controlled by an air pump and a flow meter. The backwashing device was mainly composed of a backwashing pump and a backwashing automatic control device. The backwashing pump adopted BT600-4J peristaltic pump. The suction filtration device was mainly composed of a suction filtration pump, a vacuum meter and a suction filtration automatic control device. The suction filtration pump adopted two BT300-2J peristaltic pumps. Two ceramic membranes shared one peristaltic pump and two PVDF membranes shared one peristaltic pump.
Figure 1

Schematic diagram of flat ceramic membrane reactor. 1 inlet pump, 2 outlet automatic control device, 3 vacuum pressure gauge, 4 outlet pump, 5 membrane module, 6 backwash automatic control device, 7 backwash pump, 8 aeration pump, 9 rotor flow meter, 10 aeration pipe.

Figure 1

Schematic diagram of flat ceramic membrane reactor. 1 inlet pump, 2 outlet automatic control device, 3 vacuum pressure gauge, 4 outlet pump, 5 membrane module, 6 backwash automatic control device, 7 backwash pump, 8 aeration pump, 9 rotor flow meter, 10 aeration pipe.

Close modal

Experimental water

The experimental water used in this study was the effluent from the municipal secondary biochemical tank of the reclaimed water station of a university in Jinan. The sewage in the reclaimed water station mainly came from the domestic drainage of the staff and students in the school. The water quality was shown in Table 1.

Table 1

Characteristic of experimental wastewater

IndicatorNumerical value
Water temperature (°C) 5–25 
pH 7.2–8.6 
Turbidity (NTU) 4.15–8.53 
Chroma (A) 0.257–0.612 
CODcr (mg·L136.5–61.6 
TP (mg·L−13.02–6.12 
Ammonia nitrogen (mg·L−113.8–24.5 
IndicatorNumerical value
Water temperature (°C) 5–25 
pH 7.2–8.6 
Turbidity (NTU) 4.15–8.53 
Chroma (A) 0.257–0.612 
CODcr (mg·L136.5–61.6 
TP (mg·L−13.02–6.12 
Ammonia nitrogen (mg·L−113.8–24.5 

Experimental flat ceramic membrane

The ceramic membrane used in the experiment was from Shandong Industrial Ceramics Research and Design Institute (China), and the PVDF membrane was from Memster Company (China), both of which were flat membranes, and their physical and chemical properties and their own water treatment performance were shown in Table 2. Among them, the pure water flux was the corresponding flux when the operating pressure was 22 KPa; the critical flux was the secondary effluent of the municipal sewage shown in Table 2 as the raw water before the ceramic membrane, which was measured by the flux ladder method.

Table 2

Physicochemical and water treatment characteristics of experimental membrane

SampleCeramic membranesPVDF membranes
Material α-Al2O3 Polyvinylidene fluoride 
Aperture (μm) 0.1 0.05 
Effective area (m20.10168 0.09864 
pH 2–12 2–12 
Upper limit of service temperature (°C) 60 40 
Pure water flux (L·(m2·h)−1320 180 
Critical flux (L·(m2·h)−198 86 
SampleCeramic membranesPVDF membranes
Material α-Al2O3 Polyvinylidene fluoride 
Aperture (μm) 0.1 0.05 
Effective area (m20.10168 0.09864 
pH 2–12 2–12 
Upper limit of service temperature (°C) 60 40 
Pure water flux (L·(m2·h)−1320 180 
Critical flux (L·(m2·h)−198 86 

Experimental agents

The main chemical cleaning agents involved in the experiment were shown in Table 3.

Table 3

Main chemical cleaning agents

HeadingSpecificationTrademark
H2SO4 AR, ≥99.5% Yantai Far East Fine Chemical Co., Ltd 
HCl AR, 36.5–38.0% Yantai Far East Fine Chemical Co., Ltd 
HNO3 AR, 65%–68% Sinopharm Chemical Reagent Co., Ltd 
Oxalic acid AR, ≥99.5% Sinopharm Chemical Reagent Co., Ltd 
Acetic acid AR, 36.0–37.0% Sinopharm Chemical Reagent Co., Ltd 
Citric acid AR, ≥99.5% Sinopharm Chemical Reagent Co., Ltd 
Dodecyl trimethyl ammonium chloride (DTAC) AR, ≥99.0% Tianjin Kemiou Chemical Reagent Co., Ltd 
Nonylphenol polyoxyethylene ether (OP-10) AR, ≥98.0% Tianjin Kemiou Chemical Reagent Co., Ltd 
Sodium dodecyl benzene sulfonate (SDBS) AR, ≥88.0% Sinopharm Chemical Reagent Co., Ltd 
HeadingSpecificationTrademark
H2SO4 AR, ≥99.5% Yantai Far East Fine Chemical Co., Ltd 
HCl AR, 36.5–38.0% Yantai Far East Fine Chemical Co., Ltd 
HNO3 AR, 65%–68% Sinopharm Chemical Reagent Co., Ltd 
Oxalic acid AR, ≥99.5% Sinopharm Chemical Reagent Co., Ltd 
Acetic acid AR, 36.0–37.0% Sinopharm Chemical Reagent Co., Ltd 
Citric acid AR, ≥99.5% Sinopharm Chemical Reagent Co., Ltd 
Dodecyl trimethyl ammonium chloride (DTAC) AR, ≥99.0% Tianjin Kemiou Chemical Reagent Co., Ltd 
Nonylphenol polyoxyethylene ether (OP-10) AR, ≥98.0% Tianjin Kemiou Chemical Reagent Co., Ltd 
Sodium dodecyl benzene sulfonate (SDBS) AR, ≥88.0% Sinopharm Chemical Reagent Co., Ltd 

Experimental methods

Membrane flux measurement

The volume method was used to measure the flux of flat ceramic membrane, that was, the electronic stopwatch was used to measure the amount of filtration that passed through a certain membrane area (the area of flat ceramic membrane used in this experiment is 0.1128 m2) within a certain time (the filtrate aspirated for 2 min was measured every 5 min), and the membrane flux was calculated by formula (1):
(1)
where: J was membrane flux, L·(m2·h)−1; V was the volume of filter solution measured within a certain time, L; S was membrane area, m2; t was the measurement time, h.

Flat ceramic membrane pickling

Taking the municipal secondary effluent as the raw water before the membrane, the initial membrane flux was 50 L·(m2·h)−1, the filtration time was 10 min, the intermittent running time was 1 min, the hydraulic recoil time was 20 s, the aeration intensity was 5 L·min−1 (non-intermittent), and the constant temperature was 25 °C until the membrane fouling reached the limit. Then, the membrane whose fouling reached the limit was washed for 1 min under the water flow of 11 L/min to remove most of the reversible pollution on the membrane surface, and then backwashed for 20 s under the water flow of 1 L/min, followed by chemical cleaning. The strong acid cleaning agents used in this test were H2SO4, HCl and HNO3, and the weak acid cleaning agents were oxalic acid, acetic acid and citric acid, and their pH was 3. And then the cleaning effect of ceramic membrane and PVDF membrane after being soaked in strong acid and weak acid for 2 h was investigated. The strong acid mixed cleaning combinations were HCl + H2SO4, HCl + HNO3, H2SO4 + HNO3; the weak acid mixed cleaning combinations were oxalic acid + acetic acid, oxalic acid + citric acid, acetic acid + citric acid; the respective cleaning concentrations were 1:1 and the soaking time was 2 h. Then, according to the two cleaning agents with better effect in the mixed cleaning of strong acid and weak acid of ceramic membrane and PVDF membrane, the different cleaning effects produced by different cleaning sequences during step-by-step cleaning were explored. The ceramic membrane and PVDF membrane were soaked in the first acid cleaning agent for 1 h. After removing the water in the membrane, the flux was measured, and then the membrane was soaked in another acid for 1 h and the flux was measured again. In the cleaning of ‘acid + surfactant’, the acid with better effect in single acid cleaning was used, and three representative types of surfactants were selected: cationic surfactant – dodecyl trimethyl ammonium chloride (DTAC), anionic surfactant – sodium dodecyl benzene sulfonate (SDBS) and non-ionic surfactant- nonylphenol polyoxyethylene ether (OP-10). The three surfactants were used four times of their respective critical micelle concentration (CMC).

Analysis of scanning electron microscopy (SEM)

Scanning electron microscope (SEM) was a technique that used secondary electron signal imaging to observe the surface morphology of samples. In this study, QUANTA FEG250 scanning electron microscope from FEI company in the United States was used to measure the surface topography of the membrane at a magnification of 2,000 times. The membrane samples were dried naturally and sprayed with gold, and then placed under SEM to observe the surface morphology.

Contact angle analysis

Contact angle (CA) referred to the tangent of the gas-liquid interface made at the intersection of the gas, liquid and solid three phases. The angle θ between the tangent on the liquid side and the solid-liquid boundary was a measure of moisture level. The contact angle could reflect the hydrophilicity of the membrane surface. The smaller the contact angle, the better the hydrophilicity of the membrane. On the contrary, the larger the contact angle, the worse the hydrophilicity of the membrane.

In this paper, DSA30 contact angle tester from KRUSS company in Germany was used to measure the CA of film and pollutants by the lying drop method. During the measurement, 4 μL of deionized water was used and gently dropped on the membrane surface. The contact angle measurement was performed by taking a stable image capturing a water droplet on the film surface. Each sample was measured 10 times, the maximum and minimum values were discarded and the average value was calculated as the study.

Single acid cleaning efficiency and running time of flat ceramic membrane and PVDF membrane

The cleaning effect of three kinds of strong acids and weak acids on flat ceramic membrane and PVDF membrane was shown in Figure 2. The meanings of different numbers in different cleaning states in the following figures were: (1) original membrane flux, (2) membrane flux when the fouling reached the limit, (3) membrane flux after hydraulic flushing, (4) membrane flux after backwashing, (5) membrane flux after cleaning with the first cleaning agent, and (6) membrane flux after cleaning with the second cleaning agent.
Figure 2

Single acid cleaning efficiency and running time of flat ceramic membrane and PVDF membrane: (a) the cleaning effect of strong acid; (b) the cleaning effect of weak acid; and (c) flux change of municipal secondary effluent treated by membrane.

Figure 2

Single acid cleaning efficiency and running time of flat ceramic membrane and PVDF membrane: (a) the cleaning effect of strong acid; (b) the cleaning effect of weak acid; and (c) flux change of municipal secondary effluent treated by membrane.

Close modal

It could be seen from Figure 2(a) that for flat ceramic membranes, H2SO4 had the highest flux increment (14.69%) relative to physical cleaning, followed by HCl (13.17%). For PVDF membranes, HCl soaked the membrane with the highest flux increment (13.83%) relative to physical cleaning, followed by H2SO4 (11.75%). The test showed that both HCl and H2SO4 had good cleaning effect. This might be because HCl and H2SO4 could dissolve insoluble matter or composite pollutants in the membrane fouling layer, which destroyed the bond between the filter cake structure and the membrane surface (Tian et al. 2013). However, after the flat ceramic membrane and PVDF membrane were soaked in HNO3, the value-added was very small relative to physical cleaning, and there was almost no cleaning effect. This might be because some pollutants were decomposed by it, forming more fine dirt during the cleaning process, resulting in less effective cleaning (Ochando-Pulido et al. 2015).

It could be seen from Figure 2(b) that for flat ceramic membranes, oxalic acid immersion had the highest increase in membrane flux (15.75%) relative to physical cleaning, and for PVDF membranes, citric acid immersion had the highest increase in membrane flux relative to physical cleaning (25.56%), which was about 10% higher than oxalic acid (15.75%). Experiments had shown that oxalic acid had a significant cleaning effect on both flat ceramic membranes and PVDF membranes. This might be because the membrane fouling layer was mainly composed of inorganic salts and sludge flocs, and oxalate ions could complex insoluble salt metal ions, reducing the degree of binding between the fouled membrane surface and pollutants. After the flat ceramic membrane and PVDF membrane were soaked and cleaned in acetic acid, the membrane flux hardly changed. Furthermore, citric acid had little effect on flux of flat ceramic membranes, but had a very significant cleaning effect on PVDF membranes. This might be because citric acid could hydrolyze some organics and was very effective for cleaning carbonate deposits on contaminated PVDF membrane surfaces, as it not only dissolved and removed them, but also formed complexes that were easier to remove from the membrane surface (Goon et al. 2021).

Figure 2(c) showed the flux change when the ceramic membrane cleaned with H2SO4 and the PVDF membrane cleaned with HCl were used to treat municipal secondary effluent. It could be seen that the flux of ceramic membrane and PVDF membrane after acid washing were 51.2 LMH and 49.8 LMH, respectively, which were basically consistent with the initial membrane flux. The reactor ran for 1 h under the above working conditions, and the flux of ceramic membrane and PVDF membrane decreased rapidly. This was because the particles in the raw water whose particle size was much smaller than the pore size of the membrane entered the membrane through the membrane surface, and the particles in the raw water with a particle size larger than or slightly equal to the membrane pore size were adsorbed on the membrane surface. When the reactor ran for 30 h the flux of ceramic membrane and PVDF membrane still decreased with the increase of time, but the flux reduction rate of ceramic membrane was lower than PVDF membrane. Therefore, the flux of ceramic membrane was greater than that of PVDF membrane, and this phenomenon still remained with the increase of time. After the reactor was operated for 100 h, the flux remained almost unchanged with the increase of time. This was because the membrane pores were almost filled with small-sized pollutant particles, and the pollutants in the raw water were adsorbed and deposited on the membrane surface. Under the action of pressure, the pollution layer was continuously squeezed to form a dense filter cake layer. At this time, the flux tended to stabilize.

It could be clearly seen from Figure 2(c) that at 100 h, the flux of ceramic membrane and PVDF membrane after pickling basically tended to be stable. At this time, the flux of ceramic membrane was 13 LMH and that of PVDF membrane was 10 LMH. The test results showed that when the flux of ceramic membrane after H2SO4 cleaning and PVDF membrane after HCl cleaning decreased to the same level, the running time of ceramic membrane was longer than that of PVDF membrane.

Study on mixed pickling cleaning efficiency of flat ceramic membrane

The mixed cleaning effect on ceramic membranes and PVDF membranes was shown in Figure 3.
Figure 3

Mixed pickling cleaning effect: (a) strong acid mixed cleaning effect; and (b) weak acid mixed cleaning effect.

Figure 3

Mixed pickling cleaning effect: (a) strong acid mixed cleaning effect; and (b) weak acid mixed cleaning effect.

Close modal
The results of the cleaning test with different strong acid agents shown in Figure 3(a) showed that the effect of strong acid mixed cleaning was not necessarily higher than that of single agent. Among them, the increase of flux of ceramic membrane after HCl + H2SO4 mixed cleaning was 1.38% lower than that of single-step cleaning with HCl, and 2.9% lower than that of single-step cleaning with H2SO4. The increase of flux of PVDF membrane was 9.57% lower than that of single-step cleaning with HCl, and 7.49% lower than that of single-step cleaning with H2SO4. The reason for this phenomenon may be due to the mixing of HCl and H2SO4, resulting in the volatilization of part of the HCl, which reduces the cleaning efficiency. Also, this may be because when and Cl existed in the solution, Cl would react with (Wang et al. 2011; Ji et al. 2015), and the reaction formula is:
(2)
(3)
(4)
(5)

When the same concentration of HCl and H2SO4 were mixed to a pH of 3, the concentration of Cl in the cleaning solution was more than , and Cl had a significant impact on the oxidation of organic pollutants, and reacted with to generate free radicals , which pushed the reaction (1) to the right and further depletes Cl, and the effective content of Cl in the solution decreased. Subsequently, and Cl can be further transformed into through Equation (3), and then into free chlorine (Cl2 and HOCl). The efficiency of cleaning also decreased.

The increase of flux of ceramic membrane after mixed cleaning with HCl and HNO3 was 7.72% lower than that of single-step cleaning with HCl, and 4.42% higher than that of single-step cleaning with HNO3. The increase of flux of PVDF membrane was 13.03% lower than that of single-step cleaning with HCl, and 3.35% lower than that of single-step cleaning with HNO3. The increase of the flux of ceramic membrane after mixed cleaning with H2SO4 and HNO3 was 5.75% lower than that of the single-step cleaning with H2SO4, and 4.52% higher than that of the single-step cleaning with HNO3. The increase of flux of PVDF membrane was 0.65% lower than that of single-step cleaning with H2SO4, and 9.03% higher than that of single-step cleaning with HNO3. This might be due to the presence of , , plasma in the mixed cleaning solution, and would undergo redox reaction with , thereby weakening the concentration of the cleaning agent (Katsoufidou et al. 2010).

The mixed cleaning results of different weak acid combinations shown in Figure 3(b) showed that the mixed cleaning effect of weak acid combination was not necessarily higher than that of single-step cleaning, which was consistent with the conclusion reached when exploring the mixed cleaning effect of strong acid combination. After the mixed cleaning of ceramic membrane and PVDF membrane with oxalic acid + acetic acid, the increase of flux was lower than that of single-step cleaning with oxalic acid and higher than that of single-step cleaning with acetic acid. The flux increment of oxalic acid + citric acid, acetic acid + citric acid mixed cleaning of ceramic membrane was improved compared with that of single-step cleaning, which might be related to the complex reaction of citric acid. The inorganic salt and organic-inorganic complex in the polluted layer would compete with citric acid reaction (Hilal et al. 2005; Beattie et al. 2014; Ferrer et al. 2016). When only citric acid was used, due to the competition of pollutants, it would react with citric acid, leading to the decrease of citric acid concentration, and then the cleaning effect decreased. When mixed with acetic acid or oxalic acid, these two weak acids could react with inorganic salt to remove inorganic pollutants. Therefore, the effect of these two mixed cleaning methods was more obvious than that of a single agent. For PVDF membrane, the flux increment of mixed and single-step reagent cleaning decreased slightly, which might be related to the inorganic content of the two membrane pollutants.

Step-by-step pickling cleaning efficiency of flat ceramic membrane

According to the cleaning agents with better effect of strong acid and weak acid in mixed cleaning for ceramic membrane and PVDF membrane, the effects produced by different cleaning sequences during step-by-step cleaning were explored.

For ceramic membrane, the strong acid step-by-step cleaning combination was HCl first and then H2SO4 and H2SO4 first and then HCl; for PVDF membrane, the strong acid step-by-step cleaning combination was H2SO4 first and then HNO3 and HNO3 first and then H2SO4. The weak acid step-by-step cleaning combination used for the ceramic membrane and PVDF membrane was oxalic acid first and then citric acid, and citric acid first and then oxalic acid. The cleaning effect was shown in Figure 4.
Figure 4

Step-by-step pickling cleaning effect: (a) strong acid step-by-step cleaning effect; and (b) weak acid step-by-step cleaning effect.

Figure 4

Step-by-step pickling cleaning effect: (a) strong acid step-by-step cleaning effect; and (b) weak acid step-by-step cleaning effect.

Close modal

As could be seen from Figure 4(a), the cleaning effects of the two cleaning methods of HCl first and then H2SO4 and H2SO4 first and then HCl were not significantly different, and both were lower than the effect produced by the H2SO4 + HCl. After cleaning ceramic membrane with HCl first and then H2SO4, the flux recovery rate was 61.01%, which was 10.52% higher than that of physical cleaning. After cleaning ceramic membrane with H2SO4 first and then HCl, the flux recovery rate was 60.98%, which was 8.63% higher than that of physical cleaning. After ceramic membrane was cleaned with HCl + H2SO4, the flux recovery rate was 69.05%, which was 11.79% higher than that of physical cleaning. It could be seen from the results that the cleaning effect of each agent soaked for 1 h was not much different than that of soaking for 2 h. Therefore, it was inferred that the insignificant cleaning effect was related to the reaction time between each agent and pollutants. In addition, the mixing of Cl, and was not the best cleaning method.

The effect of the two cleaning sequences for PVDF membrane was more than 90%. However, comparing the flux increment of two cleaning sequences relative to physical cleaning, it was obvious that HNO3 first and then H2SO4 (27.24%) was higher than H2SO4 first and then HNO3 (17.31%). Compared with the physical cleaning, the flux increment of PVDF membrane with H2SO4 + HNO3 was 13.18%, which was not much different from the cleaning effect of H2SO4 first and then HNO3.

It could be seen from Figure 4(b) that the cleaning sequence of oxalic acid and citric acid had no obvious effect on ceramic membrane. The flux recovery rate of ceramic membrane after cleaning was below 50%. The two cleaning methods increased the flux by about 5% relative to the physical cleaning. However, the flux increment of oxalic acid + citric acid mixed cleaning ceramic membrane relative to physical cleaning was 18.2%. Citric acid as a complexing agent and oxalic acid as a cleaning agent for inorganic scale, the mixing of the two would have obvious synergistic effect, and the effect of mixed cleaning was better than step-by-step cleaning.

The effects of the two cleaning sequences for PVDF membranes were both above 90%. Comparing the flux increment of the two cleaning methods relative to physical cleaning, oxalic acid first and then citric acid (8.57%) was almost the same as citric acid first and then oxalic acid (8.59%), and the cleaning sequence of oxalic acid and citric acid had no effect on the cleaning effect of PVDF membrane. The effect of oxalic acid + citric acid mixed cleaning for PVDF membrane was 88.46%, and the flux increment relative to physical cleaning was 12.78%. The phenomenon that the step-by-step cleaning effect was lower than the mixed cleaning might be related to the synergistic effect of citric acid and oxalic acid.

‘Acid + Surfactant’ synergistic cleaning of flat ceramic membrane

According to the above single-step cleaning results, H2SO4 and oxalic acid had the most significant cleaning effect on ceramic membrane. Therefore, the combined cleaning effect of H2SO4, oxalic acid and surfactant on ceramic membrane was considered. HCl and citric acid were the most effective ones for PVDF membrane. Therefore, the cleaning effect of PVDF membrane combined with hydrochloric acid, citric acid and surfactant was considered. The cleaning effects were shown in Figure 5.
Figure 5

‘Acid + Surfactant’ synergistic cleaning effect: (a) mixed cleaning effect of strong acid and different surfactants; (b) step-by-step cleaning effect of strong acids and different surfactants; and (c) the effect of different cleaning methods of weak acid and DTAC.

Figure 5

‘Acid + Surfactant’ synergistic cleaning effect: (a) mixed cleaning effect of strong acid and different surfactants; (b) step-by-step cleaning effect of strong acids and different surfactants; and (c) the effect of different cleaning methods of weak acid and DTAC.

Close modal

According to the single-step cleaning results, the most significant cleaning effects of strong acid single-step cleaning on ceramic membrane and PVDF membrane were H2SO4 and HCl, respectively. Therefore, only the effects of mixed cleaning of H2SO4 and surfactant on ceramic membrane and mixed cleaning of HCl and surfactant on PVDF membrane were considered. The cleaning effects were shown in Figure 5(a).

Figure 5(a) showed that after H2SO4 + DTAC, H2SO4 + OP-10 and H2SO4 + SDBS mixed cleaning, the flux increment relative to physical cleaning was 34.28%, 18.67% and 3.42% respectively. H2SO4 + DTAC mixed cleaning was the most effective for ceramic membrane. The reason might be that the nitrogen atom in DTAC molecule contained lone pair electrons, which could combine with hydrogen in acid molecule by hydrogen bond to make the amino group positively charged, so H2SO4 + DTAC had good cleaning effect (Geng 2012; Zhu et al. 2015; Zhong 2019).

After the PVDF membrane was mixed cleaning with HCl + DTAC, HCl + OP-10, and HCl + SDBS, the flux increment relative to physical cleaning was 23.34%, 13.53%, and 5.5%, respectively. HCl + DTAC mixed cleaning was the most effective for PVDF membrane.

According to the results of the above research, H2SO4 + DTAC and HCl + DTAC had significant cleaning effects on ceramic membrane and PVDF membrane. Next, it was necessary to explore the effects of step-by-step cleaning of these two cleaning methods, as shown in Figure 5(b).

It could be clearly seen from Figure 5(b) that the cleaning method of H2SO4 first and then DTAC was the most effective, followed by H2SO4 first and then OP-10, H2SO4 first and then SDBS. The order of the cleaning effect was consistent with the conclusion drawn during mixed cleaning. In addition, after ceramic membrane was cleaned by H2SO4 first and then DTAC, the flux recovery rate reached 97%, which was 45% higher than that of physical cleaning and higher than the flux increment of H2SO4 + DTAC cleaning relative to physical cleaning (34.28%). The results showed that in the first step of H2SO4 cleaning, the cleaning effect of H2SO4 on the three membranes was almost the same. In the second step of three kinds of surfactant cleaning, the cleaning effect of DTAC was the best, which was consistent with the above-mentioned sulfuric acid + DTAC as the best cleaning effect.

After the PVDF membrane was cleaned by HCl first and then SDBS, HCl first and then DTAC, and HCl first and then OP-10; the flux increment relative to physical cleaning was 15.11%, 13.2%, and 7.04% respectively. The two step-by-step cleaning methods of HCl first and then SDBS and HCl first and then DTAC had similar effects on PVDF membrane.

From the above test results, it was clear that the effect of DTAC mixed with strong acid and step-by-step cleaning was better than the other two surfactants. Next, the effect of DTAC mixed with weak acid with remarkable single-step cleaning effect and step-by-step cleaning on ceramic membrane and PVDF membrane was explored, as shown in Figure 5(c).

It could be seen from Figure 5(c) that the flux recovery rate of ceramic membrane after oxalic acid first and then DTAC and oxalic acid + DTAC cleaning was 41.56% and 39.47% respectively, and the flux increment relative to physical cleaning was 9.95% and 6.54%, respectively. It showed that in the step-by-step cleaning, the recovery rate of the first-step oxalic acid cleaning and the second-step DTAC cleaning was lower than two agents single-step cleaning. The reason for this phenomenon might be that the soaking time of each agent in step-by-step cleaning was lower than that in single-step cleaning.

The flux recovery rate of PVDF membrane cleaned by citric acid first and then DTAC and citric acid + DTAC were 48.57% and 51.82%, respectively, and the flux increment relative to physical cleaning was 10.13% and 6.91%, respectively. The results showed that the effect of PVDF membrane cleaned by citric acid first and then DTAC was higher than that of citric acid + DTAC. The results showed that in the step-by-step cleaning, the recovery rate of the first step citric acid cleaning and the second step DTAC cleaning was lower than that of the single-step cleaning of the two cleaning agents. The reason for this phenomenon might be that the soaking time of each agent in the step-by-step cleaning was lower than that of the single-step cleaning.

Analysis on the formation mechanism of membrane fouling in the treatment of municipal secondary effluent with flat ceramic membrane

Surface morphology analysis

In order to better observe the microstructure of the ceramic membrane, it was characterized by SEM, as shown in Figure 6. The surface of the new membrane was rough, and the membrane holes were irregular and clearly visible, as shown in Figure 6(a); the surface of the membrane with the pollution reaching the limit showed a relatively smooth pollution layer under the scanning electron microscope and there were occasional contaminated particles on the membrane surface, and the membrane pores were blocked and covered by pollutants, as shown in Figure 6(b); after physical cleaning, most of the contaminated membrane surface was still blocked by pollutants, and only some membrane holes were visible. The number and shape of membrane holes were quite different from that of the new membrane, as shown in Figure 6(c). This showed that physical cleaning could only remove some pollutants on the surface and in the hole, and could not completely restore the membrane flux. As shown in Figure 6(d), after cleaning with H2SO4 first and then DTAC, it could be clearly seen that the pollutants on the surface and in the hole had been removed, and the roughness of the surface has returned to the level of the new membrane, which also explained that the flux after this chemical cleaning method almost reached the level of the new membrane. In addition, it can be seen from Figure 6(a) and 6(d) that compared with the new membrane, some of the membrane pores were slightly larger. The reason may be that the ceramic membrane was soaked with agent for a long time, which led to the increase of the pore size of some membranes, and then increased the flux of the ceramic membrane.
Figure 6

SEM images of each state of ceramic membrane: (a) SEM image of the new membrane; (b) SEM image of membrane whose pollution reached the limit; (c) SEM image of fouling membrane after physical cleaning; and (d) SEM image of fouling membrane cleaned by H2SO4 first and then DTAC.

Figure 6

SEM images of each state of ceramic membrane: (a) SEM image of the new membrane; (b) SEM image of membrane whose pollution reached the limit; (c) SEM image of fouling membrane after physical cleaning; and (d) SEM image of fouling membrane cleaned by H2SO4 first and then DTAC.

Close modal

Hydrophilic analysis

In order to observe the hydrophilicity and hydrophobicity of the ceramic membrane, its contact angle was characterized, as shown in Table 4.

Table 4

Contact angle of each state on the surface of flat ceramic membrane

HeadingContact Angle
The new membrane 48.49° 
The membrane whose pollution reached the limit 88.24° 
Fouling membrane after physical cleaning 68.90° 
Fouling membrane cleaned by H2SO4 first and then DTAC 41.56° 
HeadingContact Angle
The new membrane 48.49° 
The membrane whose pollution reached the limit 88.24° 
Fouling membrane after physical cleaning 68.90° 
Fouling membrane cleaned by H2SO4 first and then DTAC 41.56° 

It could be seen from Table 4 that the contact angle of the new membrane was 48.49°, which had good hydrophilicity. The contact angle of the membrane whose pollution reached the limit was 88.24°. The contact angle of the polluted membrane after physical cleaning decreased from 88.24° to 68.90°, and the hydrophilic was worse than that of the new membrane. After cleaning with H2SO4 first and then DTAC, the surface contact angle of the fouling membrane was smaller than that of the new membrane, and the hydrophilic was better than that of the new membrane. The reason for this phenomenon was the same as the corresponding explanation for the SEM image above, which also explained the phenomenon that the flux of the ceramic membrane cleaned by this cleaning method exceeded that of the new membrane. The efficiency of the optimal cleaning scheme recommended in this study was further verified.

This study focused on the cleaning effects of three strong acids, three weak acids and surfactants on ceramic membrane, and compared it with PVDF membrane. In single-step cleaning, H2SO4 and HCl had the best cleaning effect on ceramic membrane and PVDF membrane, respectively. Moreover, the municipal secondary effluent was treated with the ceramic membrane cleaned by H2SO4 and the PVDF membrane cleaned by HCl. When the fluxes of the two membranes dropped to the same level, the operating time of the ceramic membrane was longer than that of the PVDF membrane. In agent combination cleaning, there may be obvious inhibition between the cleaning agents, so that the cleaning effect may not exceed that of single-step cleaning, and the cleaning sequence of different acids had little effect on the cleaning effect. According to the cleaning methods in this experiment, the most obvious cleaning effect on ceramic membrane was H2SO4 first and then DTAC. The flux recovery rate after cleaning reached 96.94%, basically reaching the level of new membrane.

This work was financially supported by the Key R&D Program of Shandong Province (2016CYJS07A03-2).

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

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