Literature DB >> 31419113

Calcium Carbonate Packed Electrochemical Precipitation Column: New Concept of Phosphate Removal and Recovery.

Yang Lei1,2, Santosh Narsing1, Michel Saakes1, Renata D van der Weijden1,2, Cees J N Buisman1,2.   

Abstract

Phosphorus (P) is a vital micronutrient element for all life forms. Typically, P can be extracted from phosphate rock. Unfortunately, the phosphate rock is a nonrenewable resource with a limited reserve on the earth. High levels of P discharged to water bodies lead to eutrophication. Therefore, P needs to be removed and is preferably recovered as an additional P source. A possible way to achieve this goal is by electrochemically induced phosphate precipitation with coexisting calcium ions. Here, we report a new concept of phosphate removal and recovery, namely a CaCO3 packed electrochemical precipitation column, which achieved improved removal efficiency, shortened hydraulic retention time, and substantially enhanced stability, compared with our previous electrochemical system. The concept is based on the introduction of CaCO3 particles, which facilitates calcium phosphate precipitation by buffering the formed H+ at the anode, releases Ca2+, acts as seeds, and establishes a high pH environment in the bulk solution in addition to that in the vicinity of the cathode. It was found that the applied current, the CaCO3 particle size, and the feed rate affect the removal of phosphate. Under optimized conditions (particle size, <0.5 mm; feed rate, 0.4 L/d; current, 5 mA), in a continuous flow system, the CaCO3 packed electrochemical precipitation column achieved 90 ± 5% removal of phosphate in 40 days and >50% removal over 125 days with little maintenance. The specific energy consumptions of this system lie between 29 and 61 kWh/kg P. The experimental results demonstrate the promising potential of the CaCO3 packed electrochemical precipitation column for P removal and recovery from P-containing streams.

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Year:  2019        PMID: 31419113      PMCID: PMC6876926          DOI: 10.1021/acs.est.9b03795

Source DB:  PubMed          Journal:  Environ Sci Technol        ISSN: 0013-936X            Impact factor:   9.028


Introduction

The ability to feed 10 billion people is one of the main challenges of the 21st century. In any case, the use of phosphorus (P) fertilizer is crucial. P, as an essential element for all living organisms, accounts for 2–4% of the weight of most dried cells and plays a vital role in fundamental biochemical reactions (i.e., gene expression).[1] Typically, one adult consumes 35.2 kg of phosphate rock per year.[2] In general, P fertilizer can be processed from mined phosphate rock. Unfortunately, phosphate rock, as a finite resource, will be subject to exhaustion in a few hundred years with the current mining and usage rate.[3] The use of P fertilizer and other P products have brought much P to water bodies, leading to a worldwide environmental problem, namely, eutrophication.[4,5] We need to address issues about P being scarce as a resource (fertilizer) yet abundant as a pollutant (eutrophication) by recycling the P in waste streams.[4,5] Pioneers have recognized the importance of P recycling and developed many approaches for achieving this goal.[6,7] While each approach has its merits and drawbacks, the principle is the same: the conversion of P from a soluble form to a solid phase, which can then be separated from waste streams for potential reuse. In the realm of P recovery, struvite process is a well-developed method.[8] This method has the advantage that phosphate (PO4-P) and ammonium (NH4-N) are removed simultaneously. Also, the recovered product can be used as a slow release fertilizer. However, the struvite process needs well-controlled solution conditions,[9] which typically means a high phosphate concentration, a Mg/NH4/PO4 molar ratio close to 1:1:1, and pH between 8 and 9.[10] As such, due to the low Mg2+ concentration relative to PO43– and NH4+ in most nutrient-rich waste streams, the dosing of a Mg source is required.[10] The struvite process is used in practice but is not widely adopted. Alternatively, P removal and recovery as calcium phosphate was proposed.[11] This process has the advantage that the addition of Ca is usually not necessary as Ca2+ is an abundant ion in most waste streams.[12,13] It is worth mentioning that even when Ca addition is required, the cost of dosing Ca is cheaper than dosing Mg.[14,15] Moreover, calcium phosphate is the key component of mined phosphate rock and therefore, it can be used directly as a raw material for producing P fertilizer in the existing production process.[12] Furthermore, calcium phosphate has also recently been shown to be an effective fertilizer when compared to conventional fertilizers and struvite.[16] Electrochemical processes have gained increasing interest as next-generation wastewater treatment technologies in the last decades.[17,18] On top of wastewater treatment; electrochemical methods also show excellent potential in resource recovery from waste streams.[19,20] Lei and coauthors established and validated an electrochemical approach for P removal and recovery.[13,21,22] This approach showed advantages: there was no need to dose a calcium source, adjust the pH of wastewater, or require a solid–liquid separation process.[13,21,22] Moreover, it is a membrane-free system. However, the P removal efficiency in this system is low, and the retention time is long. For example, to reach 50% removal efficiency, a run-time of about 24 h at 20 mA (current density of 4.0 A/m2) is needed.[23] One of the critical reasons for the low removal efficiency and long retention time in this membrane-free electrochemical approach is the recombination of anode produced protons (H+) with cathode generated hydroxide ions (OH–). While the H+-OH– recombination can be avoided by using ion exchange membranes, the introduction of membranes will bring other problems, such as a complex configuration, the fouling of membranes, the associated maintenance effort, and the increased operating cost. Here, in this paper, we propose a simple yet highly efficient approach to overcome direct H+-OH– recombination. In our approach, we fill a column-shaped electrochemical precipitation reactor with calcium carbonate (CaCO3) particles. The CaCO3 particles, which are in contact with/or close to the anode, react with electrochemically produced H+,[24] and thus limit the neutralization between H+ and OH–. Additionally, two extra benefits are achieved. Along with the consumption of H+ by CaCO3 particles, Ca2+ ions are released into the bulk solution. Meanwhile, the electrochemically generated OH– ions are accumulated in the bulk solution. As a result, a high pH environment can be established in the bulk solution as well as in the vicinity of the cathode.[24] Therefore, homogeneous precipitation of calcium phosphate may occur in the bulk solution, in addition to its precipitation on the cathode surface. Furthermore, the CaCO3 particles may work as crystallization seeds, allowing calcium phosphate nucleation and growth on their surface at a much lower driving force and induction time.[25] The goal of this research is to identify the possibility, the efficiency, and the mechanism of the CaCO3 particle packed electrochemical precipitation column toward phosphate removal and recovery. We first looked at the possibility of electrochemically splitting of CaCO3 particles. We then explored the effects of particle size, feed rate, and electrical current on the removal of phosphate in this system. Additionally, we examined the feasibility of this system to treat low P-containing streams and real domestic wastewater and further evaluated the stability of this system for long-term operation. The CaCO3 packed electrochemical precipitation column may offer a robust yet efficient approach toward P removal and recovery from various wastewaters.

Materials and Methods

Materials

Na2HPO4·2H2O, NaOH, and Na2SO4 were purchased from VWR chemicals (Belgium). Ca(NO3)2·4H2O was received from Merck (Germany). The CaCO3 particles were supplied by a drinking water company where CaCO3 solids were produced from the water softening process. These particles were fractioned through mesh sieves: diameters <0.5, 0.5–1, 1–2, and 2–3 mm. The domestic wastewater was obtained from the influent of a local wastewater treatment plant (Leeuwarden, The Netherlands), further prefiltered with a 100 μm sieve, and stored in a 4 °C fridge. The electrodes were provided by MAGNETO Special Anodes BV (Schiedam, The Netherlands).

Setup

Figure shows the configuration of the electrochemical precipitation column with real images. The column was made of polypropylene material with a diameter of 6 cm and a length of 16 cm and had an empty bed volume of about 70 mL. The column was filled with glass beads at the bottom to prevent clogging of the tubes with fine CaCO3 particles and to have an equal distribution of feed solution inside the column. There was about 85 g of a predetermined size (1–2 mm) of CaCO3 particles on top of the glass beads, giving a bed height of 12–13 cm. The column contained two rod-shaped electrodes, a platinum-coated titanium anode, and a pure A-grade titanium cathode. Both electrodes had diameters of 3 mm and lengths of about 20 cm each. However, only the electrode length that was below the liquid level was considered for the calculation of current density. Thus, the length was about 15 cm for both electrodes. Therefore, the surface area of both electrodes was approximately 0.0014 m2. The distance between the electrodes was about 1 cm. The electrochemical precipitation column was operated under constant current mode, and the needed cell voltage was provided by a power supply (ES 030–5, Delta Electronics B.V, The Netherlands). All experiments were conducted at room temperature (T = 23 ± 1 °C).
Figure 1

Schematic diagram of the setup. The cathode is A-grade titanium rod; the anode is platinum coated titanium rod. CaCO3 particles are packed in the column-shaped electrochemical cell. At the bottom of the column, glass beads are used.

Schematic diagram of the setup. The cathode is A-grade titanium rod; the anode is platinum coated titanium rod. CaCO3 particles are packed in the column-shaped electrochemical cell. At the bottom of the column, glass beads are used.

Experimental Design

We first conducted experiments with synthetic solutions in the as-described electrochemical precipitation column. The typical synthetic solutions contained 0.6 mM PO4-P and 10 mM Na2SO4, which were prepared by dissolving analytical grade chemicals in deionized water (18.2 MΩ·cm, Millipore). We studied the influence of particle size (<0.5, 0.5–1, 1–2, 2–3 mm), applied current (5, 10, 20 mA), and feed rate (0.4, 0.8, 1.2, 2.4 L/d) on the performance of the electrcochemical precipitation column with synthetic solutions. In the section of proof of principle, the feed solutions only contained 10 mM Na2SO4 and the pH was adjusted to 7.5, which was the same as the phosphate present in the feed solution. In some experiments, we reduced the phosphate concentration to as low as 0.032 mM (∼1.0 mg/L PO4–P) in order to determine the feasibility of this system to treat low phosphate-containing solutions. We then evaluated the efficiency of this system toward real domestic wastewater. To identify the function of the CaCO3 particles, we also examined the removal of PO4-P in the absence of CaCO3 particles, by supplying 1.0 mM Ca2+ (40 mg/L) to the feed solution, and the adsorption of phosphate by CaCO3 particles in the absence of current. For each independent test, the column was run in a continuous up-flow way under predetermined conditions for at least 1 week. The data are given as the mean and standard deviations of the samples collected each day over the independent testing period. After each test, both electrodes were cleaned by immersion in acidic solutions (1 M HNO3) and then rinsed with deionized water. The new and used CaCO3 granule compositions were examined by dissolution in strong acid (69% HNO3, 20 mL). The composition of these acidic solutions was analyzed to identify the possible precipitates on both electrodes and CaCO3 particles. Lastly, we tested the performance of the electrochemical precipitation column for phosphate removal under the recognized best parameters for a long period (125 days) in order to verify the stability of this system for long-term operation.

Analytical Methods

We applied ICP-AES (Optima 5300 DV, PerkinElmer) to quantify the concentrations of P and Ca, with the detection limits for P and Ca being 20 and 50 μg/L, respectively. Total organic carbon (TOC) was measured by a TOC-LCPH analyzer equipped with an ASI-L autosampler (Shimadzu) with 1.0 mg/L detection limit. We identified the phases of the fresh (unused) and used CaCO3 granules by X-ray diffraction (XRD) and determined their elemental compositions with acid digestion. Details about the instruments can be referred elsewhere.[13,23]

Results and Discussion

Proof of Principle: Electrochemically Splitting of CaCO3 Particles

We first show that calcium ions can be released from electrochemically induced dissolution of CaCO3 particles (see solid characterization in Text S1, Figure S1, and Table S1). In this case, the feed solution only contained Na+ and SO42– (no PO43–). As shown in Figure , in the absence of current, the effluent Ca concentration was 8.7 mg/L and pH was 8.3. In the presence of 5 mA (current density of 3.5 A/m2), the effluent Ca concentration and pH increased to 28.0 mg/L and 9.9, respectively. This reveals that the combination of CaCO3 particles with electric current not only provides calcium ions but also creates a high pH environment in the entire bulk solution. In a typical electrochemical system, at the anode, water molecules are oxidized, producing H+ and oxygen (eq ). At the cathode, water molecules are reduced, forming OH– and hydrogen (eq ).
Figure 2

Proof of principle. Conditions: feed solutions contain only 10 mM Na2SO4 and no phosphate. Initial pH of feed solution was adjusted to 7.5, which is similar to when phosphate is present.

Proof of principle. Conditions: feed solutions contain only 10 mM Na2SO4 and no phosphate. Initial pH of feed solution was adjusted to 7.5, which is similar to when phosphate is present. As a result, a local high pH and low pH will be established at the cathode and anode, respectively. The bulk solution pH, however, will not change significantly, due to the neutralization of H+ with OH– (eq ). In the presence of CaCO3 particles, the CaCO3 solids which face the anode will be dissolved to some extent by the anodically produced acidity (eq ).[24] Along with the reaction of H+ with CaCO3, the cathodically produced OH– ions will accumulate in the bulk solution, increasing the pH of the bulk solution.[24] As a result, we found an increased Ca concentration and pH in the effluent (Figure ). In the case of a feed solution containing phosphate, the phosphate will be removed by calcium phosphate precipitation, either on the cathode surface which has a local high pH or on the surface of CaCO3 particles (heterogeneous precipitation) and/or even in the bulk solution by homogeneous precipitation. It may be argued that CaCO3 granules can directly result in the removal of phosphate by adsorption. However, according to the control experiments in the absence of current, the removal of phosphate is negligible, and the effluent calcium concentration and pH are also much lower than those with current (Figure ).
Figure 3

Effects of current on the removal of PO4-P, the effluent Ca concentration, and pH. Conditions: particle size, 1–2 mm; feed rate, 2.4 L/d. Feed solution contains 10 mM Na2SO4, and 0.6 mM PO4-P with an initial pH of 7.5.

Effects of current on the removal of PO4-P, the effluent Ca concentration, and pH. Conditions: particle size, 1–2 mm; feed rate, 2.4 L/d. Feed solution contains 10 mM Na2SO4, and 0.6 mM PO4-P with an initial pH of 7.5.

Effect of Current

We further studied the influence of current (density) on the performance of the electrochemical precipitation column. Figure shows that the removal of phosphate strongly depends on the applied current. Specifically, in an open circuit (0 mA), only 4% of phosphate was removed. The phosphate removal efficiency reached 23% at a current of 5 mA (3.5 A/m2) and 40% at 10 mA (7.0 A/m2). However, a further increase of the applied current to 20 mA (14 A/m2) did not promote the removal of phosphate anymore. This may be due to the competition between the precipitation of CaCO3 and calcium phosphate. In our previous study, we found that in the presence of (bi)carbonate, a high current resulted in a greater precipitation of CaCO3 than calcium phosphate.[13] The effluent Ca concentration is not always positively related to the applied current. At 10 mA, the effluent Ca concentration (9.5 mg/L) was lower than that at 5 mA (15.1 mg/L), which was not expected. This might result from the simultaneous release and consumption of Ca2+. While a high current means a high production of H+ possibly resulting in a greater release of Ca2+ from CaCO3 particles, a high current also means a high removal of P and thus the removal of released Ca2+. More importantly, it should be noted that the calcium ions could precipitate with carbonate again by forming calcium carbonate (eq ). This is because the dissolution of CaCO3 solids will release both calcium ions and carbonic acid.[24] The carbonic acid may quickly dissociate to bicarbonate and/or carbonate, depending on the bulk solution pH before it would escape as CO2 through the bulk solution. As the local pH close to the cathode is much higher than that in the bulk solution,[23] part of the inorganic carbon around the cathode may be in the form of CO32–, which may react with Ca2+, forming solid calcium carbonate. These factors together may explain the trend of effluent Ca concentration as a function of current. The effluent pH was relatively stable around 9.7 in closed circuit, regardless of the applied current. As explained, the increase of effluent pH is due to the consumption of H+ (anode) by CaCO3 particles and the accumulation of OH– (cathode). The relatively stable effluent pH is due to the formation of (bi)carbonate resulting from the electrochemically induced dissolution of CaCO3 granules, which work as buffer.

Effect of CaCO3 Particle Size

A prerequisite for the electrochemical precipitation of calcium phosphate in the CaCO3 packed column is the release of calcium ions. As such, the CaCO3 particle size is expected to affect the performance. In general, the smaller the particle size, the larger the surface area. Therefore, more release of calcium ions is expected when using smaller particles as is P removal efficiency. Indeed, as shown in Figure S2, the removal of P follows the theory that a smaller particle size results in a higher removal efficiency, except for the case of the particles with sizes from 2 to 3 mm. The 2–3 mm CaCO3 particles are believed to have a lower surface area in comparison to smaller particles. Nonetheless, we achieved the second highest removal efficiency (35%) by using 2–3 mm CaCO3 particles, which was not expected. This might be explained by large pores between the stacked CaCO3 particles with the use of bigger particles, which facilitates the diffusion of released Ca2+, and its interaction with phosphate and CaCO3 solids. Due to the presence of (bi)carbonate (buffer), the pH in the column should be similar to the effluent pH, which lies between 9 and 10. The high pH may result in a homogeneous precipitation of calcium phosphate in the bulk solution inside the column and the associated settling down on the CaCO3 particles. Thus, a higher removal of phosphate was observed with 2–3 mm particles (35%) than that with the use of 1–2 mm particles (21%). Additionally, the use of large particles may bring practical benefits by reducing the clogging risk of the column in the treatment of real wastewater which would result in a longer run-time.

Effect of Feed Rate

Figure shows that the removal efficiency of phosphate decreased with the increase of flow rate. At 0.4 L/d, the phosphate removal efficiency reached 87%. The removal efficiency slightly decreased to 79% at 0.8 L/d, to 61% at 1.2 L/d, and down to 28% at 2.4 L/d. With a lower feed rate, the feed solution has a longer hydraulic retention time (HRT) in the electrochemical precipitation column, resulting in a high calcium concentration in the reactor solution. The electrolysis current and time determine the electrochemical release of calcium ions from CaCO3 particles. As a result, a higher removal of phosphate is expected with a lower feed rate.
Figure 4

Effects of feed rate on the removal of P and the effluent Ca concentration. Conditions: particle size, 1–2 mm; current, 5 mA (current density 3.5 A/m2). Feed solution contains 10 mM Na2SO4 and 0.6 mM PO4-P with an initial pH of 7.5.

Effects of feed rate on the removal of P and the effluent Ca concentration. Conditions: particle size, 1–2 mm; current, 5 mA (current density 3.5 A/m2). Feed solution contains 10 mM Na2SO4 and 0.6 mM PO4-P with an initial pH of 7.5. The effluent Ca concentration confirms the effect of feed rate. We can see from Figure that the effluent Ca concentration at 0.4 L/d (53 mg/L) was significantly higher than that at 0.8 L/d (22 mg/L). For the highest feed rate (2.4 L/d) we tested, the effluent calcium concentration was 13 mg/L, which is indeed lower than that at 1.2 L/d (19 mg/L). However, the effluent Ca concentrations at 1.2 L/d and 0.8 L/d (22 mg/L) were similar, which points out the interactive effects of feed rate on the release of Ca2+ and the consumption of released Ca2+. On the one hand, a lower feed rate results in more release of Ca2+. On the other hand, a lower feed rate results in enhanced precipitation of released Ca2+ with phosphate and carbonate due to increased retention time. The normalized specific energy consumption was comparable (31 ± 2 kWh/kg P) among the feed rates of 2.4, 1.2, and 0.8 L/d. For the lowest feed rate (0.4 L/d), the specific energy consumption was 61 kWh/kg P. In practical applications, we need to create a balance between the removal efficiency and the feed rate. A lower rate means a higher removal efficiency but a longer HRT, whereas a higher feed rate means a shorter treatment time but relatively lower removal efficiency. Nonetheless, the needed retention time in the current system is relatively low, compared with a previous electrochemical system without the use of CaCO3 particles,[23] 0.7–4.2 h vs ∼24 h, yet the phosphate removal efficiency was comparable and even higher. We suggest a feed rate of 1.2 L/d for real applications as a satisfactory removal efficiency (61%), a low HRT (2.1 h), and a low energy consumption (29 kWh/kg P) were achieved at this feed rate.

Calcium Ions Instead of CaCO3 Particles (No Bed)

To further check the function of the packed CaCO3 bed, we performed control experiments without using CaCO3 particles. Alternatively, calcium ions were supplied in the feed solution. While we provided the feed solution with a high calcium concentration (40 mg/L), which was even higher than the released calcium ions (28 mg/L) in the absence of phosphate under standard conditions (Figure ), the removal of phosphate was much lower than that with CaCO3 particles fully packed in the column (Figure S3). In the absence of CaCO3 particles, the removal of phosphate will depend on its precipitation with calcium ions mainly on the cathode surface, as reported in electrochemical P removal without the use of CaCO3 solids.[23] In the bulk solution, due to the recombination of anodically produced H+ with cathodically formed OH– (eq ) and the consumption of OH– by calcium phosphate precipitation, the solution pH will decrease.[23] Indeed, the effluent pH in the absence of CaCO3 particles (pH 7.3) is much lower than that with CaCO3 solids packed in the column (pH 9.8). When the feed rate was reduced and the applied current was increased, the P removal efficiency increased from 13% to 33%, yet it was still much lower than that of the CaCO3 packed column under similar conditions (∼90%) as was the effluent pH (7.1). Again, the results confirmed the multiple functions of the packed CaCO3 granules: (1) provide Ca2+, (2) limit the recombination of H+ with OH–, (3) enhance calcium phosphate precipitation, and (4) retain precipitates.

Efficiency for Low Phosphate-Containing Solutions and Real Domestic Wastewater

We further investigated the performance of the electrochemical precipitation column for low P streams, as an application of this process toward post-treatment. The typical effluent P concentration in the wastewater treatment plant is around 1.0 mg/L. Due to strict legislation requirements, some wastewater treatment plants may need to update their process. We found that the CaCO3 packed electrochemical precipitation column is also suitable for low P streams. Still, this is not caused by adsorption, because the removal of phosphate is negligible in an open circuit. The precipitation potential of a specific mineral is affected by the concentration of the associated lattice ion, temperature, and solution pH, which can be evaluated through the calculation of the saturation index (SI).[26] The low P concentration might make it difficult to have P removed by precipitation. However, the low phosphate-containing solution is still highly saturated with respect to hydroxyapatite (HAP, SIHAP = 13) in the precipitation column (Text S2) thanks to the release of Ca2+ and the increase of pH. In addition, the CaCO3 particles assist calcium phosphate precipitation by lowering the induction time for precipitation.[27] As a result, the P removal efficiency reached 22% even though the initial concentration was just 1.0 mg/L (Figure ). The P removal efficiency could be further enhanced by lowering the feed rate and increasing the applied current. About 53% of the phosphate was removed at 10 mA with a feed rate of 0.4 L/d. We also noticed that the effluent Ca concentration was higher when treating the low P streams (27 mg/L, Figure ) than that when treating a higher P concentration stream (15 mg/L, Figure ) under standard conditions (5 mA, 2.4L/d), which is due to the reduced consumption of released calcium ions that leaves more calcium ions in the effluent. The effluent pH was 9.9 under standard conditions (5 mA, 2.4L/d) and was increased to 10.7 at an increased current (10 mA) with a lower feed rate (0.4 L/d).
Figure 5

Efficiency of the CaCO3 packed electrochemical precipitation toward low phosphate-containing solutions. Conditions: particle size of 1–2 mm. The feed solutions were synthetic solutions containing 10 mM Na2SO4 and 1.0 mg/L PO4-P.

Efficiency of the CaCO3 packed electrochemical precipitation toward low phosphate-containing solutions. Conditions: particle size of 1–2 mm. The feed solutions were synthetic solutions containing 10 mM Na2SO4 and 1.0 mg/L PO4-P. We then treated real wastewater with the electrochemical precipitation column. The initial P concentration in the wastewater was about 3 mg/L, which was lower than the wastewater we sampled previously.[13] This was probably due to the frequent rain in the local area before sampling was conducted. Still, as shown in Figure S4, about 16% of the P was removed under standard conditions, and 43% P was removed at optimized conditions (10 mA, 0.4L/d). The pH of the wastewater increased from 7.7 to 8.5 after treatment. The lower increase in solution pH in real wastewater than that in synthetic solutions is probably due to the buffers presented in the domestic wastewater. This is an advantage in the real application as the pH of treated wastewater should not be higher than 9.0. This preliminary result demonstrates the feasibility of applying this system for complicated real wastewater.

Long-Term Performance

We further performed a long-term evaluation of this electrochemical precipitation column in view of its potential application. We ran the system for 125 days under optimized conditions based on the investigation of different parameters that we have discussed here. The results are summarized in Figure . It was found that in the initial 40 days, the P removal efficiency was maintained at 90 ± 5%. Thereafter, the removal efficiency decreased slightly but was still around 60% until around the 110th day. Even after more than 125 days of operation, the column still achieved a P removal efficiency of more than 50%. These results confirmed that the system can work quite well in long-term operation with little maintenance (clean or replace the effluent tube).
Figure 6

P removal efficiency of the CaCO3 packed electrochemical precipitation in long-term operation. Conditions: particle size, <0.5 mm; current, 5 mA (current density 3.5 A/m2); feed rate, 0.4 L/d. Feed solution contains 10 mM Na2SO4 and 0.6 mM PO4–P with an initial pH of 7.5.

P removal efficiency of the CaCO3 packed electrochemical precipitation in long-term operation. Conditions: particle size, <0.5 mm; current, 5 mA (current density 3.5 A/m2); feed rate, 0.4 L/d. Feed solution contains 10 mM Na2SO4 and 0.6 mM PO4–P with an initial pH of 7.5.

Calcium Phosphate Presents Both on the Cathode and the CaCO3 Particles

To understand where calcium phosphate precipitates, we analyzed the precipitates on the CaCO3 solids and the electrodes by considering the experiments performed under standard conditions (1–2 mm particle size; 12–13 cm bed, 5 mA, 2.4 L/d) as examples. The analysis of the elemental composition of the CaCO3 particles showed P to be present on the used particles (Table S1). The detection of P on the used CaCO3 particles indicates that part of the P in the feed solution is removed by (heterogeneous) precipitation on the CaCO3 particles. We then used acid (20 mL, 1 M HNO3) to dissolve the precipitates on the electrodes and analyzed the compositions of the acidic solutions. The Ca and P concentrations detected in the acidic solution from the cathode were 170 and 42 times higher than those in the acidic solution used for the anode, respectively (Table S2). This confirms the precipitation of calcium phosphate on the cathode but not on the anode, due to local high pH and low pH, respectively. In conclusion, in the CaCO3 packed electrochemical precipitation column, calcium phosphate precipitates both on the cathode and on the CaCO3 particles.

Outlook

We experimentally investigated the principle and demonstrated the efficiency and the stability of the CaCO3 packed electrochemical precipitation column toward phosphate removal. One unaddressed question that remains is how can the removed phosphate be reused? Indeed, unlike previously reported systems where we can collect calcium phosphate solids from the cathode, in the current system, the calcium phosphate precipitates were mixed with packed calcium carbonate particles. This makes the collection of calcium phosphate difficult. However, we may not need to separate the calcium phosphate solids from the mixture. Given the fact that CaCO3 solids, in general, are more soluble than calcium phosphate solids, it may be possible to convert most of the CaCO3 in the column to calcium phosphate. Thus we can collect the whole solids from the precipitation column and replace them with new CaCO3 solids. The collected solids may be used either in the production of P fertilizer or directly as fertilizer. Alternatively, the separation of calcium phosphate precipitates with the packed CaCO3 solids could be enhanced by an improved cell configuration, for instance, by putting the anode in a porous CaCO3 container. In this design, the reaction of H+ with the CaCO3 particles is physically separated from the calcium phosphate precipitation on the cathode and in the bulk solution. Hopefully, this design can be made into reality in our future studies. Given the relatively low energy consumption (29–61 kWh/kg P) and the fact that calcium carbonate is a cheap material (here, it is a byproduct from a water softening process), the CaCO3 packed electrochemical precipitation column may offer a robust yet highly stable and efficient system to deal with P containing streams at various concentrations.
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8.  Calcium phosphate granulation in anaerobic treatment of black water: a new approach to phosphorus recovery.

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9.  A novel approach for stabilizing fresh urine by calcium hydroxide addition.

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10.  Electrochemical Induced Calcium Phosphate Precipitation: Importance of Local pH.

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