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. 2021 Aug 25;7(3):125. doi: 10.3390/gels7030125

Effective Removal of Calcium and Magnesium Ions from Water by a Novel Alginate–Citrate Composite Aerogel

Zhuqing Wang 1, Zhongmin Feng 1, Leilei Yang 1, Min Wang 1,*
Editor: Nathalie Tanchoux1
PMCID: PMC8395945  PMID: 34449645

Abstract

In this work, a novel alginate/citrate composite aerogel (CA–SC) was synthesized by chemical grafting technology combined with vacuum freeze-drying method, and CA–SC was used for removing calcium (Ca2+) and magnesium (Mg2+) ions from water. The experimental results indicate that the as-prepared CA–SC has a high affinity for Ca2+ and Mg2+ and can remove 96.5% of Ca2+ (or 96.8% of Mg2+) from the corresponding solution. The maximum adsorption capacities of CA–SC for Ca2+ and Mg2+ are 62.38 and 36.23 mg/g, respectively. These values are higher than those of the most reported Ca2+-sorbents and Mg2+-sorbents. The CA–SC adsorbent can be regenerated through a simple pickling step, and its adsorption performance keeps stable after repeated use. Analysis of the adsorption mechanism shows that the CA–SC combines Ca2+ and Mg2+ in water mainly through coordination effect.

Keywords: sodium citrate, aerogel, adsorbent, sodium alginate, calcium ion, magnesium ion

1. Introduction

Although Ca2+ and Mg2+ in water have no direct health hazards, they have unwanted effects, such as scaling on water appliances and reduced washing efficiency of soap and detergent [1]. Prolonged consumption of drinking water containing Ca2+ and Mg2+ increases the incidence of stone in the human filtration system. In industry, the precipitation of calcium and magnesium salts forms scale, hinders heat conduction, and even causes a boiler explosion in severe cases. Therefore, developing a new method of removing excessive Ca2+ and Mg2+ from water has important application prospects [2]. At present, the methods for Ca2+ and Mg2+ removal from water mainly include precipitation [3], boiling [4], use of lime–soda ash [5], ion exchange [6], electrodialysis [7], and adsorption [8,9]. Among such treatment methods, the adsorption method has attracted much attention in recent years because of its advantages of simple operation, recyclability, and low cost [10,11].

Recently, many nano-adsorbents have been developed to remove Ca2+ and Mg2+ from water. For example, El-Nahas et al. and Xue et al. utilized nano powder zeolite and mesoporous zeolite, respectively, for Ca2+ and Mg2+ removal in water [12,13]. Mahmoud et al. modified nano-silica particles using Fusarium verticillioides fungus to soften hard water [14]. Given the higher specific surface area and surface energy of these nano-adsorbents, they have higher adsorption capacities and adsorption rates for Ca2+ and Mg2+. However, nano-sized adsorbents usually require strict preparation conditions, such as high temperature, high pressure, and high-purity reagents [15]. The higher energy consumption and cost of raw materials limit the further large-scale application of these nano-adsorbents. In addition, recollecting the adsorbents from the solid–liquid mixture is difficult due to the small size of the nano-adsorbents.

Sodium citrate is a safe, non-toxic, water-soluble, biodegradable, and synthetic organic compound. It is often used as a flavoring agent and stabilizer in the food industry, and as an anticoagulant and a blood transfusion agent in the pharmaceutical industry [16,17]. In addition, sodium citrate is also a good chelating agent and has good complexing ability for metal ions, such as Ca2+ and Mg2+ in water. Alginate is a kind of natural polymer, which is often used in the treatment of heavy metal poisoning and as a drug sustained-release agent [18,19,20,21,22].

To effectively remove Ca2+ and Mg2+ ions in water, in this study, we used green sodium alginate and sodium citrate as raw materials to prepare a new low-cost, easy-to-recover calcium alginate–sodium citrate composite aerogel (named as CA–SC). In addition, we also characterized the morphology and chemical composition of the prepared adsorbent and evaluated its abilities in the treatment of water containing Ca2+ and Mg2+ ions.

2. Results and Discussion

2.1. Characterizations

The functional groups in the adsorbent were verified via spectroscopic characterization of sodium citrate, sodium alginate, and CA–SC. As shown in Figure 1, the broad absorption peak around 3240 cm−1 is an O–H stretching vibration, and the absorption peak around 2929 cm−1 belongs to the aliphatic C–H stretching vibrations [16]. The peak at 1590 and 1297 cm−1 can be assigned to C=O and C–O vibrations, respectively [23]. The absorption peak around 1020 cm−1 in sodium alginate and CA–SC can be assigned to C–O–C vibration. Compared with the infrared spectra of sodium alginate and sodium citrate, the new absorption peak at 1536 cm−1 in CA–SC is an N–H bond derived from the modified ethylenediamine [17]. In addition, compared with that of the raw material sodium alginate, the relative intensity of the –COO peak in CA–SC has increased somewhat. Although the –COO in alginate reacts with the –NH2 of ethylenediamine and consumes some –COO groups, the citrate modified on CA–SC has twice the –COO groups, which leads to an increase in –COO content in CA–SC [23].

Figure 1.

Figure 1

Infrared spectra of (a) sodium alginate, (b) CA–SC, and (c) sodium citrate.

Figure 2 shows that the synthesized CA–SC is a macroscopic, drop-like aerogel, and its macroscopic size improves its recyclability. The SEM images show that the CA–SC surface is uneven. Compared with a smooth surface, an uneven surface increases the contact area with the adsorbate, which promotes the increase in the adsorption capacity of the adsorbate. Further, CA–SC composition was analyzed using an energy dispersive X-ray spectrometer (EDS) (Figure 3). The EDS energy spectrum data show that CA–SC mainly contains carbon (C), oxygen (O), and calcium (Ca), and the mass percentage of C, O, and Ca of the CA–SC surface is 23.19%, 59.32%, and 17.49%, respectively. In addition, the CA–SC surface is rich in oxygen-containing functional groups.

Figure 2.

Figure 2

(A) Digital and (B,C) SEM photos of CA–SC; (C) is a partial enlargement of (B).

Figure 3.

Figure 3

EDS energy spectrum of the partial surface of CA–SC. The inserted image is the selected surface of CA–SC.

2.2. Effect of the Concentrations of Sodium Alginate and Ethylenediamine

In the process of preparing CA–SC, we found that the concentration of sodium alginate and ethylenediamine had a great influence on the morphology of the final adsorbent. Therefore, different concentrations of sodium alginate and ethylenediamine were employed to prepare the CA–SC adsorbent. The results showed that as the concentration of sodium alginate increased, the shape of CA–SC obtained transformed from sheet to sphere. On another hand, when the reactant ethylenediamine remains greater, the color of CA–SC is darker. Therefore, 3.0 w/v% sodium alginate and 5.0 w/v% ethylenediamine were selected to prepare the CA–SC sorbent in this work.

2.3. Effect of Solution pH

Approximately 0.1 g of CA–SC was weighed, added into 50 mL of 1.5 mM Ca2+ (or Mg2+) solution of different pH (1, 2, 3, 4, 5, 6, 7, 7.5, 8, 8.5, 9, or 9.5), stirred for 6 h, and then filtered. The amount of remaining Ca2+ (or Mg2+) in the filtrate was determined by ICP-OES. It can be seen from Figure 4 that as the pH of the solution increases, the adsorption capacity of CA–SC for Ca2+ and Mg2+ gradually increases and becomes stable. When the solution pH value is less than 1.0, the removal efficiency of CA–SC for Ca2+ and Mg2+ is less than 35%. This result may be attributed to the protonation of the –COO and –NH groups on CA–SC under a strong acid environment, thereby reducing the amount of coordinated functional groups with Ca2+ and Mg2+. In addition, according to the solubility product rule, when the pH of a solution is higher than 9.78, Mg2+ in the solution begins to form Mg(OH)2 precipitation (when pH is higher than 12.78, Ca2+ begins to form Ca(OH)2 precipitation). Therefore, the optimal pH range of the solution is 5.0–9.5. Within this range, precipitation is absent, and only few protonated functional groups are present.

Figure 4.

Figure 4

Influence of the acidity of the solution on the adsorption performance of CA–SC for Ca2+ and Mg2+.

2.4. Influence of Contact Time

Approximately 0.1 g of CA–SC was weighed, added into 50 mL of 1.5 mM Ca2+ (or Mg2+), stirred for 10, 20, 30, 60, 120, 180, 240, 300, 360, 420, 480, or 540 min, and filtered. The amount of Ca2+ (or Mg2+) remaining in filtrate was measured using ICP-OES. As can be seen in Figure 5, as time increases, the adsorption capacity of CA–SC for Ca2+ or Mg2+ firstly increases and is kept stable. CA–SC can remove more than 80% of Ca2+ and Mg2+ in the corresponding solution with an adsorption time of 2 h, and reaches saturation with an adsorption time of 6 h. Therefore, the adsorption time selected in this study is 6 h.

Figure 5.

Figure 5

Adsorption kinetics of (A) Ca2+ and (B) Mg2+ on the CA–SC.

In addition, we also used the pseudo-first-order and pseudo-second-order kinetic models to fit the experimental data. The derived kinetic models’ parameters for Ca2+ and Mg2+ onto CA–SC are given in Table 1. As indicated by the calculated R2 values, the pseudo-second-order kinetic equation is more consistent with the experimental data, indicating that chemical adsorption plays an important role in the adsorption process [24].

Table 1.

Kinetic parameters for Ca2+ and Mg2+ sorption onto the CA–SC.

Models Formulas Parameters Ca2+ Mg2+
pseudo-first-order qt = qe (1 − exp(−k1t)) qe (mg/g) 28.395 17.266
standard error for qe 0.395 0.268
k1 (L/min) 0.021 0.020
standard error for k1 0.001 0.001
R2 0.984 0.982
pseudo-second-order qt = qe (1 – 1/(1+qek2t)) qe (mg/g) 31.873 19.467
standard error for qe 0.405 0.312
k2 (L/min) 8.114 × 10−4 0.001
standard error for k2 5.804 × 10−5 1.128× 10−4
R2 0.994 0.991

The pseudo-first-order kinetic equation is qt = qe (1 − exp(−k1t)), the pseudo-second-order kinetic equation is qt = qe (1 − 1/(1 + qek2t)) [25,26], where k1 and k2 are the rate constant of pseudo-first-order and pseudo-second-order, respectively, qt is the amount of metal adsorbed at a certain time (t), and qe is the amount of metal adsorbed at equilibrium.

2.5. Influence of Ambient Temperature

Approximately 0.1 g of CA–SC was weighed, added into 50 mL of 1.5 mM Ca2+ (or Mg2+), stirred at 0 °C, 5 °C, 10 °C, 15 °C, 20 °C, 25 °C, 30 °C, 35°C, or 40 °C for 6 h, and filtered. Figure 6 shows that the ambient temperature has a minimal effect on the adsorption capacity of CA–SC. In the ambient temperature range of 0–40 °C, the removal efficiency of CA–SC for Ca2+ and Mg2+ remains at 94–97%, which indicates that CA–SC is suitable for treating water containing Ca2+ and Mg2+ at different temperatures.

Figure 6.

Figure 6

Influence of ambient temperature on the adsorption performance of CA–SC for Ca2+ and Mg2+.

2.6. Adsorption Ability of CA–SC

The adsorption abilities of CA–SC for different metal ions (Cu2+, Zn2+, Co2+, Pb2+, Cr3+, Ca2+, and Mg2+) are shown in Table 2. It can be seen from Table 2 that CA–SC has good affinity for Cu2+, Zn2+, Co2+, Pb2+, Cr3+, Ca2+, and Mg2+ and can remove more than 94% of the corresponding metal ions from the solution. This result may be attributed to the combination of carboxyl, hydroxyl, and amino functional groups on CA–SC with metal ions through coordination. In the presence of other ions (Cu2+, Zn2+, Co2+, Pb2+, and Cr3+), CA–SC can still remove 87.2% of Ca2+ and 86.5% of Mg2+ in the mixed solution. Thus, CA–SC can be used for treating wastewater containing heavy metal ions and can effectively soften hard water in the presence of multiple ions.

Table 2.

Adsorption ability of CA–SC for different metal ions.

CA–SC Initial Concentration (mM) Removal Efficiency (%) Adsorption Capacity (mg/g)
In deionized water 1.5 (Ca2+) 96.5 29.0
1.5 (Mg2+) 96.8 17.6
1.5 (Cu2+) 96.6 46.0
1.5 (Zn2+) 94.2 46.2
1.5 (Co2+) 96.8 42.8
1.5 (Cr3+) 96.8 37.8
1.5 (Pb2+) 95.2 147.9
1.5 (Ca2+, Mg2+, Cu2+, Zn2+, Co2+, Cr3+, Pb2+) 87.2 (Ca2+), 86.5 (Mg2+), 94.6 (Cu2+), 73.0 (Zn2+), 68.7 (Co2+), 87.3 (Cr3+), 88.9 (Pb2+) 26.2 (Ca2+), 15.8 (Mg2+), 45.1 (Cu2+), 35.8 (Zn2+), 30.3 (Co2+), 34.0 (Cr3+), 138.2 (Pb2+)
In tap water 1.5 (Ca2+) 92.9 27.9
1.5 (Mg2+) 90.9 16.6
In lake water 1.5 (Ca2+) 91.2 27.4
1.5 (Mg2+) 90.1 16.4
In river water 1.5 (Ca2+) 89.8 26.9
1.5 (Mg2+) 88.8 16.2

2.7. Maximum Adsorption Capacity

Approximately 0.1 g of CA–SC was weighed, added into 50 mL of different initial concentrations of Ca2+ or Mg2+ solutions (0.1, 0.5, 1.0, 1.5, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 10, or 15 mM), stirred at room temperature for 6 h, then filtered. The remaining Ca2+ and Mg2+ concentrations in the filtrate were determined by the ICP-OES. Figure 7 shows that with the increase in the initial concentration of Ca2+ and Mg2+, the adsorption capacity of CA–SC for Ca2+ and Mg2+ gradually increases and remains stable as the concentration further increases. When the initial concentration of Ca2+ and Mg2+ exceeds 8.0 mM, the adsorption capacity of CA–SC for Ca2+ and Mg2+ reaches saturation. Thus, the maximum adsorption capacities of CA–SC for Ca2+ and Mg2+ are 62.38 and 36.23 mg/g, respectively. These values are higher than those of the most reported Ca2+-sorbents and Mg2+-sorbents (Table 3).

Figure 7.

Figure 7

Maximum adsorption capacity of CA–SC for Ca2+ and Mg2+.

Table 3.

Adsorption capacities of the reported adsorbents for Ca2+ and Mg2+.

Adsorbent Adsorbate Maximum Adsorption Capacity (mg/g) References
Mesoporous LTA zeolite Ca2+, Mg2+ 61.27 (Ca2+), 9.24 (Mg2+) [13]
Modified bentonite Ca2+, Mg2+ 14.63 (Ca2+), 14.63 (Mg2+) [27]
Alkaline modified pumice stones Ca2+ 57.2–62.3 [28]
Modified zeolite Mg2+ 26.2 [29]
Chemically modified cellulose Ca2+, Mg2+ 15.6 (Ca2+), 13.5 (Mg2+) [30]
Sugar cane bagasse Ca2+, Mg2+ 46.1 (Ca2+), 23.5 (Mg2+) [30]
Rice husk Mg2+ 3.87 [31]
Green tomato husk Mg2+ 6.76 [32]
Sugar cane bagasse modified with citric acid Ca2+ 26.52 [33]
Sugar cane bagasse modified with tartaric Ca2+ 14.72 [33]
Activated Chilean zeolite Mg2+ 0.774 [34]
Black carrot residues Mg2+ 3.871 [31]
Aluminosilicate chlorosodalite Ca2+, Mg2+ 49.26 (Ca2+), 32.25 (Mg2+) [35]
CA–SC Ca2+, Mg2+ 62.38 (Ca2+), 36.23 (Mg2+) This work

2.8. Adsorption Mechanism

To clarify the mechanism of CA–SC binding with Ca2+ and Mg2+ ions, we performed XPS analysis on CA–SC samples before and after being loaded with Mg2+. As can be seen in Figure 8A, the peaks around 399.6, 437.8, and 532.4 eV can be assigned to N 1s, Ca 2s, and O 1s element peaks, respectively. The new Mg 2s peak at 1303.3 eV in (b) indicates that the CA–SC was successfully loaded with Mg2+ after immersion in a Mg2+-containing solution and is consistent with the ICP-OES measurement results (the change in Mg2+ concentration in the solution before and after adsorption). Further, we also analyzed the O 1s and N 1s spectra. As illustrated in Figure 8B–E, after loaded with Mg2+, the O 1s peak at 532.4 eV (C–O) and the N 1s peak at 399.6 eV of CA–SC shifted to 532.6 eV and 399.8 eV, respectively [36,37]. This may be caused by the lone pair electrons of N, O elements entering the empty sp3 hybrid orbitals of Mg2+ that reduced the electron cloud density of N, O atoms [16]. On the basis of the above analysis, we propose a possible adsorption mechanism for CA–SC to bind Mg2+ ions (Figure 9).

Figure 8.

Figure 8

Figure 8

Figure 8

(A) XPS spectra of (a) CA–SC and (b) Mg2+-loaded CA–SC; O 1s of (B) CA–SC and (C) Mg2+-loaded CA–SC; N 1s of (D) CA–SC; and (E) Mg2+-loaded CA–SC.

Figure 9.

Figure 9

Possible adsorption mechanism of the CA–SC to Mg2+.

2.9. Regeneration and Recycling Performance

In order to regenerate the adsorbent, nitric acid, acetic acid, hydrochloric acid, and EDTA were employed as the eluents to elute Ca2+ and Mg2+ ions on CA–SC. Experimental results show that 50 mM of nitric acid has the best elution effect, as it can elute more than 96.5% of Ca2+ (or Mg2+) ions on the adsorbent. Therefore, we chose 50 mM of nitric acid as the eluent to regenerate the adsorbent in this study. As shown in Figure 10, in 10 adsorption/desorption cycles, the removal efficiency of CA–SC for Ca2+ and Mg2+ ions were maintained between 93–97%. In addition, after nine cycles of use, the change in the CA–SC morphology was minimal. As such, CA–SC has good stability, and its physical and chemical properties remain stable after multiple cycles of use.

Figure 10.

Figure 10

Adsorption/desorption cycle performance of the CA–SC.

3. Conclusions

In summary, a novel CA–SC sorbent was successfully developed using green and safe sodium alginate and sodium citrate as raw materials. Through chemical coordination, the prepared CA–SC can effectively remove Ca2+ and Mg2+ in aqueous solutions. The maximum adsorption capacities for Ca2+ and Mg2+ reach 62.38 and 36.23 mg/g, respectively. In addition, CA–SC adsorbent can be regenerated by simple pickling, and its adsorption performance remains stable after repeated use. Thus, CA–SC has broad application prospects in the treatment of water containing Ca2+ and Mg2+ ions.

4. Materials and Methods

4.1. Reagents and Instruments

Sodium citrate, sodium alginate (average molecular weight: 270,000, 200 ± 20 mPa·s), 2-morpholineethanesulfonic acid, N-hydroxysuccinimide (NHS), N-(3-dimethylaminopropyl)-N′-ethylcarbodiimide (EDC), ethylenediamine, and metal salts were all purchased from J & K Scientific Ltd (Beijing, China). Except that sodium alginate is chemically pure, all other reagents used in this study were of analytical grade. The experimental water used in this work was double-distilled water. Lake water was collected from Anqing Linghu Lake, and river water was obtained from the Anqing section of the Yangtze River.

The macro and micro morphological images of CA–SC were taken using a Canon digital camera and an electronic scanning electron microscope (SEM), respectively. The chemical composition and functional groups of the adsorbent were determined using an infrared spectrometer and X-ray photoelectron spectrometer (XPS). The concentration of each metal ion in a solution was measured using an inductively coupled plasma emission spectrometer (ICP-OES).

4.2. Preparation of CA–SC

First, 1.5 g of sodium alginate was dissolved in 2-morpholineethanesulfonic acid buffer solution (pH 5.5), added with 0.08 g of EDC and 0.06 g of NHS successively, and mechanically stirred for 3 h. Then, 3.0 mL of ethylenediamine was added, and stirring was continued for 6 h. Sodium citrate (1.5 g) was added and stirring commenced for 6 h. The solution was added into the calcium ion solution by using a 5.0 mL syringe. The hydrogels were washed three times with distilled water and immersed in 50 mL of distilled water. They were placed in a vacuum freeze dryer, frozen, and vacuum dried to obtain the final CA–SC.

4.3. Adsorption and Desorption Experiments

For the adsorption experiment, about 0.1 g of CA–SC was weighed and added to 50 mL of 1.5 mM Ca2+ solution. The mixture was magnetically stirred for 6 h at room temperature, and then filtered. The remaining Ca2+ concentration in filtrate was determined using ICP-OES. The adsorption process of other metal ions is the same as above process, except that Ca2+ is replaced by target metal ion.

For the desorption experiment, Ca2+-loaded CA–SC was added to 50 mL of 50 mM nitric acid solution. The mixture was magnetically stirred for 3 h, filtered, and the sorbent was washed with distilled water. The amount of metal ions in the eluent was measured by the ICP-OES. The desorption process of Mg2+ is the same as above, except that Ca2+-loaded CA–SC is replaced by Mg2+-loaded CA–SC.

Adsorbent regeneration and circulation tests were performed by adding Ca2+-loaded CA–SC into 50 mL of 50 mM nitric acid solution. After magnetic stirring for 3 h, it was filtered, the sorbent was washed with distilled water, calcium hydroxide solution (20 mM), and distilled water in sequence, and dried in an oven at 50 °C for 4 h.

Author Contributions

Conceptualization, Z.W. and M.W.; investigation, Z.W., L.Y. and Z.F.; writing—original draft preparation, Z.W. and Z.F.; writing—review and editing, M.W. All authors have read and agreed to the published version of the manuscript.

Funding

This research was supported by the Anhui Department of Education (No. KJ2020A0493).

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Conflicts of Interest

The authors declare no conflict of interest.

Footnotes

Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations.

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