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Environ Eng Res > Volume 31(4); 2026 > Article
Shi, Li, Zhang, Bai, Peng, Zhu, Tan, Jin, and Liu: Removal of suspended solids from biogas slurry through alkaline calcium precipitation

Abstract

Biogas Slurry (BS) contains large amounts of suspended solids (SS) that negatively impact the subsequent biological nitrogen removal process. Conventional coagulation methods, which require large quantities of coagulants, often fail to effectively treat ultra-stable BS colloids, limiting their effectiveness and hindering sustainable plant operation. In this work, a simple and efficient alkaline calcium precipitation method was developed. This method involves adjusting the pH and adding low-cost CaCl2. At pH 12, a CaCl2 dosage of 20 mg/L provided the best results for SS removal. The floc sedimentation velocity was 0.0468 m/h, and the SS removal rate reached 47.47%. Additionally, the removal rates of NH4+-N and PO43− reached 48.18% and 98.90%, respectively. The analysis of the formed flocs showed that calcite was the active species involved in SS removal. The mechanism involves the neutralization of the negative charge on SS by Ca2+, which destabilizes the colloid. At pH 12, bicarbonate in BS was converted to carbonate, which promoted calcite formation and contributed to SS capture. This approach provides a practical and economical pretreatment for BS that reduces reliance on toxic coagulants, offering a potentially more sustainable alternative for biogas plants where sludge valorization is feasible.

Graphical Abstract

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1. Introduction

Anaerobic digestion is a promising technology for the next generation of wastewater treatment plants to achieve carbon neutrality in a closed loop, integrating sludge reduction and resource recovery, and has been widely applied worldwide [1, 2]. The increasing number of biogas plants is accompanied by large quantities of biogas slurry (BS), for example, approximately 128 million tons were generated annually in the European Union [3], and this value increased to 400 million tons in China [4]. The direct application of untreated BS to agricultural land poses a significant risk to the environment and human health. The presence of organic matter, heavy metals, emerging contaminants, and potentially harmful microorganisms within BS can lead to the contamination of water, air, and soil [5, 6]. This contamination can have detrimental effects on the surrounding ecosystem and ultimately pose a threat to human health through various pathways, such as the consumption of contaminated food or water.
The removal of high levels of suspended solids (SS) from the BS is one of the efficient methods to reduce the above-mentioned pollution risks [7]. The suspended solids (SS) in biogas slurry consist of partially degraded organic residues, microbial debris, and inorganic colloids with particle sizes ranging from 0.1 to 100 μm, predominated by fine particles (<10 μm) [8]. These SS typically carry a negative zeta potential (−20 to −40 mV), which confers strong electrostatic repulsion and high colloidal stability [9]. In addition, extracellular polymeric substances (EPS) and humic-like organics provide steric stabilization, further impeding aggregation and settling [10]. To address this challenge, coagulation-sedimentation—a well-established method in water treatment —offers a viable solution [11]. This method is widely employed in engineering practice due to its operational simplicity, low cost, and effectiveness in reducing organic matter, turbidity, and SS. The coagulation process typically involves the use of aluminum-based, iron-based, or polymer-based coagulants. Common examples include aluminum sulfate, ferric chloride, ferric sulfate, polymerized aluminum chloride, polymerized ferric sulfate, and polyacrylamide. These coagulants work by assembling mutually exclusive particles, facilitating their aggregation into larger flocs. This aggregation occurs through various mechanisms, including electrical neutralization, adsorption-bridging, compression of the electrical double layer, and sweep flocculation. Once the flocs are formed, they become sufficiently heavy to settle out of the slurry under gravity, effectively removing the SS from the liquid phase. Notably, these formed flocs are re-stabilized by a variety of factors, posing additional challenges for SS removal.
To achieve the desired treatment effect for BS containing high levels of SS, it becomes challenging to rely on a low dose of coagulant. An effective approach to enhance treatment efficiency is by increasing the coagulant dosage. However, excessive use of coagulants can lead to charge reversal or loss of bridging function, which in turn reduces the overall treatment efficiency [12]. Traditional methods involving iron salts, aluminum salts, and polymeric coagulants/flocculants have proven efficient in removing suspended solids, but they require dosage levels ranging from 10 to 15 g/L for both single and composite states [1315]. Nonetheless, the use of high doses of coagulants can pose potential risks. For example, aluminum-enriched plants, which are not commonly found in nature, can be cytotoxic and neurotoxic to humans when consumed as food [16]. Similarly, acrylamide, an intermediate compound of PAM, is a neurotoxin and a potential carcinogen [17]. Furthermore, the high cost associated with high doses of coagulants presents a significant challenge in practical engineering for the treatment of BS. Despite this challenge, the potential ecological risks and the need to reduce operating costs in BS treatment plants demand the exploration of novel technologies that can achieve efficient solid-liquid separation while mitigating the environmental risks associated with subsequent disposal.
Calcium, a readily available and abundant element, plays a significant role in wastewater treatment through a process known as calcium precipitation [1822]. Calcium hydroxide and calcium carbonate, commonly used in this process, contribute to the purification of wastewater by dissolving a small amount of positively charged calcium ions. These ions effectively reduce the repulsive forces between suspended particles, promoting their aggregation [2325]. Furthermore, the insoluble calcium salts act as a bridge, connecting the repulsive particles and enhancing their strength and stiffness [26]. This process facilitates natural sedimentation by gravity, effectively removing SS from the wastewater. The abundance and affordability of calcium salts make calcium precipitation a promising alternative to conventional coagulation-precipitation methods. However, the contribution of electro-neutralization, relying on trace amounts of dissolved calcium ions, is limited. Direct addition of soluble calcium salts also fails to induce precipitation. To overcome these limitations, recent research has explored the in situ induction of microbial -induced calcite formation for SS removal. This innovative approach involves introducing urea, urea-producing bacteria, and exogenous calcium chloride (CaCl2) to BS, leading to the encapsulation of SS by calcite [7]. This approach offers a promising solution for the removal of SS through co-precipitation.
This work introduces a novel approach to solid-liquid separation in BS treatment, capitalizing on the inherent properties of the wastewater itself. First, the high alkalinity and bicarbonate buffering (2517 mg/L as CaCO3) supply abundant carbonate ions when pH is elevated. Second, the highly negative colloids (zeta potential −24.77 mV) are susceptible to selective charge neutralization and bridging by Ca2+, promoting aggregation. Third, the high humic content (DOC 1543.9 mg/L) enables Ca2+-mediated complexation and co-precipitation. By adjusting the pH to a strongly alkaline state (pH 12), bicarbonate is fully converted to carbonate. When combined with exogenous CaCl2, this process induces the formation of calcium carbonate (CaCO3) precipitates. This study optimizes a high efficiency process for SS removal and establishes the optimal operating conditions, and it elucidates the removal mechanisms through systematic characterization of precipitate structure and colloidal interactions. It further evaluates treatment performance based on SS removal efficiency, settling velocity, and nutrient reductions, and assesses techno economic feasibility through cost analysis and sustainability considerations to provide practical guidance for BS pretreatment.

2. Materials and Methods

2.1. Biogas Slurry and Chemicals

The BS was collected from a biogas plant (Xi’an, China). The BS was stored in a refrigerator at 4°C. The properties of the biogas were as follows: pH: 8.28±0.04, Conductivity: 14.38±1.01 ms/cm, Turbidity: 1554±45.30 NTU, Dissolved organic carbon (DOC): 1543.9±40.87 mg/L, UV254: 15.25333±1.01, Suspend solid (SS): 4.15±0.37 g/L, Zeta potential: −24.77±1.097 mV, Ammonium (NH4+-N): 2167.88±41.03 mg/L, Orthophosphate (PO43−): 50.91±2.17 mg/L, Alkalinity: 2517.08±27.81 mg CaCO3/L.
Sodium hydroxide (NaOH) and calcium chloride (CaCl2) were purchased from Sinopharm Chemical Reagent Co., Ltd and Greagent, respectively.

2.2. Experimental Protocol for SS Removal from BS

Based on the response surface methodology results in the Supplementary Material (Fig. S1 and Table S1–S3), the effect of pH on SS removal efficiency was statistically more significant than either CaCl2 dosage or temperature (p < 0.05), particularly under strongly alkaline conditions (pH > 11) where a steep reduction in SS was observed. Design and modeling details (response surface methodology, RSM; central composite design, CCD) are provided in Text S1 (Supplementary Materials). The interaction term between pH and CaCl2 approached significance, indicating synergistic effects. Considering the BS characteristics and the requirement to drive complete bicarbonate conversion for calcite formation, pH 12 was selected as the optimal fixed parameter for subsequent batch experiments (Text S2 and Table S3, Supplementary Materials). The experimental groups were established with CaCl2 supplementation at 10, 20, 30, 40, 50, and 60 mg/L, labeled as 1, 2, 3, 4, 5, and 6, respectively. The control group (labeled 0) was at pH 12 with no CaCl2 added, and the blank group (labeled −1) was BS without any treatment. Each group was replicated three times to ensure result consistency.
Each jar contained 300 mL BS, with the pH adjusted to 12 using 4 M NaOH solution. Subsequently, various doses of CaCl2 were added. The mixture was stirred at 300 rpm for 2 minutes to fully dissolve the CaCl2 (rapid stirring stage), followed by stirring at 100 rpm for 20 minutes to evenly distribute the flocs formed in the solution (mixing stage).
Samples were collected from 1 cm above the bottom of the beaker using a syringe during the rapid mixing stage. A portion was used to measure the floc particle size, while the other portion was analyzed for floc fractions by X-ray diffractometry (XRD) and X-ray photoelectron spectrometry (XPS) after freeze-drying at −50°C. The system’s zeta potential was measured by taking samples during the mixing phase.
The solid-liquid phase was formed by standing for 24 hours after the stirring procedure was completed. Liquid samples were then collected at a point 1 cm below the liquid interface for analysis of pH, conductivity, turbidity, DOC, UV254, alkalinity, and total orthophosphate (PO4 3−), Fourier Transform Infrared (FTIR) spectroscopy. The precipitated solid was collected and dried at 60°C for observation of morphology and analysis of elemental composition.

2.3. Analytical Methods

pH and conductivity were measured by a pH meter (METTLER TOLEDO, China) equipped with pH and EC electrodes. DOC was obtained by a total organic carbon analyzer (SHIMADZU, Japan). UV254 values were acquired by a UV-visible spectrophotometer (UNICOSQ-4802, China). NH4+-N was measured by the Nessler reagent spectrophotometric method (HJ 535-2009). PO43− was determined by the ammonium molybdate spectrophotometric method (GB 11893-89). Alkalinity was measured by potentiometric titration [27]. FTIR spectra were measured by a Fourier infrared spectrometer (Nicolet iS20, Thermo Fisher Scientific, Amercia) with a measurement wavelength of 4000-400 cm−1. XRD spectra were analyzed by an X-ray diffractometer (SmartLab SE, Rigaku, Japan). Surface morphology and elemental composition were obtained by scanning electron microscopy equipped with energy dispersive spectroscopy (SEM-EDS, ZISS, Germany).

3. Results and Discussion

3.1. Supernatant Index after Solid-Liquid Separation

Fig. S2 presents the raw SS concentration and turbidity values measured in the liquid phase after 24 h settling across all treatment conditions. The untreated biogas slurry (Group −1) contained 4.15 g/L SS and 1554 NTU turbidity, establishing baseline contamination levels. The corresponding removal efficiencies are quantified in Fig. 1a. Adjusting pH to 12 without CaCl2 (Group 0) reduced SS by 15.9% (to 3.49 g/L) and turbidity by 10.2% (to 1396 NTU), demonstrating modest removal via metal hydroxide formation. Adding 10 mg/L CaCl2 enhanced removal to 34.5% SS and 46.8% turbidity, with optimal performance achieved at 20 mg/L CaCl2 (Group 2): 47.5% SS removal (2.18 g/L) and 46.8% turbidity reduction (826 NTU) (Supplementary Fig. S2). Beyond this dosage, removal plateaued and slightly decreased, consistent with conventional coagulation over-dosing behavior.
To understand the baseline contribution of metal hydroxide precipitation, we analyzed Fe, Mg, and Ca concentrations. pH adjustment to 12 precipitated 68% of iron and 45% of magnesium as hydroxides, which contributed to the 15.9% baseline SS removal through sweep flocculation (Supplementary Fig. S2–S3). However, these hydroxides alone were insufficient for effective solid-liquid separation, necessitating the calcite precipitation mechanism.
As shown in Fig 1b, the sedimentation velocity data explain the dosage-dependent performance. Maximum settling velocity (0.0468 m/h) occurred at 20 mg/L CaCl2, matching the SS removal optimum. At higher dosages, velocity decreased to 0.0037 m/h (92% reduction), paralleling the decline in removal efficiency. This correlation demonstrates that effective settling is prerequisite for high removal efficiency. At CaCl2 doses below 20 mg/L, the settling rate increased with increasing dosage, reaching a peak of 0.0468 m/h at 20 mg/L. However, when the dosage increased to 30 mg/L, the settling rate declined to 0.0134 m/h. At higher concentrations, electrostatic forces may have contributed to the formation of a stable suspension, reducing sedimentation efficiency. At CaCl2 dosages >30 mg/L, settling velocity decreased precipitously to 0.0037 m/h (92% reduction). This restabilization is not due to charge reversal (zeta potential remains negative throughout, Fig. 4i), but rather kinetic stabilization caused by excessive nucleation rates. At high supersaturation, nucleation dominates over crystal growth, producing numerous small calcite particles with low collision efficiency and insufficient sweep volume to capture SS effectively. Consequently, the system remains in stable suspension despite partial surface charge neutralization. As shown in subsequent sections, 20 mg/L CaCl2 corresponds to the point where calcite nucleation transitions from growth-dominated to nucleation-dominated (Fig. 4g), producing flocs with optimal size and settling velocity. The declining removal efficiency beyond 20 mg/L is not merely a diminishing return—XRD analysis (Section 3.3) reveals that excess Ca2+ forms smaller, more numerous crystals (42 μm) with reduced sweep efficiency. Thus, the SS removal optimum is mechanistically linked to crystallization kinetics rather than simple colloidal destabilization.
With the depletion of CO32−, the ionization reaction of HCO3 in BS was intensified (Eq. 1). The relative abundance of H+ gradually increased, hence the pH of the supernatant gradually decreased and eventually remained near 9.5 (Fig. 1c). Due to the higher CaCl2 addition, the fraction of Ca2+ not involved in calcite precipitation raised the conductivity of BS from 14.38 in group −1 to 84.01 ms/cm in group −6, with a linear increasing trend (Fig. 1c).
(1)
HCO3-H++CO32-
Alkalinity is critical for maintaining pH stability during the alkaline treatment process and directly determines the available carbonate reservoir for calcite formation. The alkalinity of raw BS (−1 group) was 2517.08 mg CaCO3/L, HCO3 deprotonated to form a large amount of CO32− after NaOH supplementation, which increased to 7384.77 mg CaCO3/L (Fig. 1d). At this point, the high concentration of CO32− in the solution reacted rapidly with Ca2+ to form calcite, and the alkalinity and CO32− were also reduced rapidly. The alkalinity was reduced by 69.70% at 10 mg/L CaCl2 dose, corresponding to a 66.45% reduction in CO3 2−. Excess Ca2+ could increase the ionic strength of the BS, and higher ionic strength implies lower ionic activity coefficients [28], leading to a decrease in the effective concentration of Ca2+ and CO3 2− involved in the formation of calcite. In addition, Ca2+ would not further react with CO32− due to the buffering capacity of CO32− and HCO3. Therefore, the decreasing trend of alkalinity and CO32− levels off as the dose of CaCl2 increases.

3.2. The Organics and Nutrients in the Liquid Phase after Solid-Liquid Separation

Typical organic matter in BS, humic substances, is a complex class of mixtures whose types of functional groups are closely related to the types of reducing sugars and amino acids in the matrix, and the solubility increases with the increase of pH [29, 30]. A previous study demonstrated that carboxylate groups, a type of acidic functional group, constitute a significant portion of humic-like substances in BS [31]. As the pH increases, these carboxylate groups undergo deprotonation, transforming into more polar carboxylates. This change enhances their solubility, following the principle that substances with similar polarity tend to dissolve in one another. The variation of DOC is shown in Fig. 2a. The DOC increased from 1543.90 mg/L in the −1 group to 2071 mg/L, reflecting a growth rate of 25.45% as the pH of the biogas slurry was raised to 12. Humic substances can chelate with calcium ions to form complexes that are removed through co-precipitation when calcium ions are introduced into the system [32]. As the dosage of CaCl2 increased, the DOC concentration dropped to 1,276.60 mg/L, achieving a removal efficiency of 38.36% (Fig. 2a). However, pH adjustment led to an increase in DOC concentration in the BS, resulting in only a 17.31% reduction compared to the −1 group.
UV254, which reacts with unsaturated or aromatic organics in water [33], exhibited a trend similar to DOC, as shown in Fig. 2b. The pH adjustment caused UV254 to increase from 15.25 to 18.85 in the blank group. With the addition of CaCl2, UV254 decreased significantly, with a 20 mg/L dosage achieving a 40.72% reduction compared to the −1 group. This decrease in UV254 is likely due to the reduction in humic substances.
Fig. 2c and Fig. 2d illustrate the changes in NH4+-N and PO43− concentrations across different groups. Overall, the trends for NH4+-N and PO43− were consistent with other liquid-phase indicators, demonstrating effective removal. At pH 12, the ionization equilibrium of NH4+ in the BS shifted to the right (Eq. 1), leading to a decrease in NH4+-N from 2167.88 mg/L in group −1 to 1468.77 mg/L in group 0, with a removal rate of 32.25% (Fig. 2c). After the addition of CaCl2, After the addition of CaCl2, the experimental groups showed an 14.08–28.3% increase in ammonia-nitrogen removal relative to the −1 group. This improvement is plausibly attributable to the occlusion/entrainment of NH4+ within CaCO3 precipitates formed via Ca2+–carbonate interactions under alkaline conditions.
(2)
NH4++OH-NH3+H2O
Theoretically, when the pH of the BS was increased from 8.3 to 12, the dominant phosphate species should have been HPO42− and PO43−, leading to a peak PO43− concentration. However, PO43− decreased from 50.91 mg/L in group-1 to 43.29 mg/L (Fig. 2d). This discrepancy may be attributed to the method of pH adjustment, which desorption of PO43− adsorbed on SS. Under alkaline conditions (pH 12), the BS, which is rich in iron, aluminum, magnesium, and calcium, facilitates the formation of metal hydroxides. These hydroxides exhibit strong adsorption capacity for PO43−, contributing to its removal from the solution [3436]. Upon the addition of 10 mg/L CaCl2, PO43− was effectively removed by forming Ca3(PO4)2 (Eq. 3), reducing its concentration to 9.31 mg/L. Complete removal of PO43− was achieved by further increasing the CaCl2 dosage.
(3)
Ca2++PO43-Ca3(PO4)2

3.3. Recognition of Active Species

The BS comprises a complex mixture of substances, including PO43−, NH4+, soluble microbial products, and significant amounts of SS. Interactions among these substances may occur following the addition of CaCl2. To investigate the functionally active species, XPS was conducted to analyze the elemental composition of the flocs (Fig. 3a). The XPS analysis revealed the presence of Na, O, N, C, and Cl elements in Group 0, corresponding to binding energies of 1071.08 eV, 532.08 eV, 399.08 eV, 284.08 eV, and 198.08 eV, respectively. The peak at 1071.08 eV represents the Na 1s orbital peak, which exhibited relatively high intensity in Group 0 due to the addition of NaOH for the initial pH adjustment of the BS. The intensity of Na peaks gradually decreased from Groups 3 to 6. Similarly, the Auger peak of Na1s at 497.08 eV followed a consistent trend. Notably, the XPS spectra differed between the groups in terms of the presence of Ca. Experimental groups 3, 4, 5, and 6 exhibited distinct peaks corresponding to the Ca 2s and 2p orbitals at 439.08 eV and 347.08 eV, respectively, due to the presence of CaCl2.On the other hand, only the Ca 2p orbital peaks were observed in Groups 1 and 2. XPS Surface Composition and Elemental Specificity. The elemental trends observed in XPS spectra (Fig. 3a) reflect matrix displacement and surface enrichment effects rather than simple bulk concentration changes. For Na 1s (1071.08 eV), the signal intensity decreases from 8.2 at% (Group 0) to 2.1 at% (Group 6). Because: The XPS trends indicate true surface restructuring rather than bulk dilution: Once the nucleation threshold is surpassed, calcite grows at the interface to form a CaCO3-terminated overlayer that both buries Na within the nanometer-scale XPS probe depth and preferentially attenuates its Na 1s signal. In parallel, Ca2+ outcompetes Na+ for negative surface sites via specific adsorption and ion exchange, shifting the accessible surface composition toward Ca. These combined effects—burial with differential attenuation, Ca-favored substitution, and interface-localized nucleation/growth—produce the observed decrease in Na and increase in Ca, captured by the rising Ca:Na atomic ratio that marks the transition from a Na-dominated surface to a CaCO3-covered interface. Based on the XPS spectrogram, it can be inferred that the main components in the floc are calcium and sodium salts.
FTIR spectroscopy was employed to analyze the functional groups involved in the formation of flocs (Fig. 3b). The peaks at 3439 cm−1 and 1631 cm−1 were derived from the stretching vibration and bending vibration of adsorbed water or hydroxyl groups deposited on the surface of flocs [37]. Furthermore, peaks at 1449 cm−1, 1056 cm−1, 876 cm−1, and 713 cm−1 corresponded to asymmetric stretching vibration (V3), symmetric stretching vibration (V1), out-of-plane bending vibration (V2), and in-plane bending vibration (V4) for CO3 2− [38]. The presence of CO3 2− originated from the alkalinity in the BS, with a substantial amount of HCO3 being fully converted to CO32− at a pH of 12. Notably, the asymmetric stretching vibration of CO32− started to redshift with the addition of 30 mg/L CaCl2, which was caused by alteration of the external chemical environment in which CO32− was exposed [38]. This spectral phenomenon might be related to the formation of reactive species.
The crystalline phases that existed in the flocs were determined from the XRD (Fig. 3c). In Group -1, no identifiable crystal structure was observed. However, in Group 0, distinct diffraction peaks were observed at 2θ angles of 31.69°, 45.45°, and 56.48°, corresponding to the crystal planes (200), (220), and (222) of sodium chloride (NaCl) respectively (PDF#05-0628). Additionally, peaks at 30.15°, 35.24°, and 37.99° were identified as the crystal planes (002), (310), and (112) of sodium carbonate (Na2CO3) (PDF#37-0451). All experimental groups exhibited consistent XRD patterns, with recognizable diffraction peaks characteristic of NaCl. Furthermore, the presence of calcite-type calcium carbonate was indicated by peaks at 29.4°, 47.51°, and 48.50°, corresponding to the crystallographic planes (104), (018), and (116), respectively (PDF#47-1743). The XRD results clarify the flocculation pattern and mechanism: Salt-only systems provide limited, weak entrapment, whereas calcite furnishes dense, crystalline “ballast” with chemically heterogeneous surfaces that promote heterogeneous nucleation, particulate capture, and phosphate co-precipitation. Peak broadening at higher Ca doses indicates a shift toward nucleation-dominated regimes that yield smaller crystallites and slower settling, explaining the performance optimum at intermediate dosage and the decline when excessive nucleation produces undersized calcite particles.

3.4. Characterization of Active Species

Fig. 4a-f illustrates the morphological characteristics of flocs formed with varying calcium chloride additions. SEM reveals a clear morphological progression: Untreated samples show diffuse amorphous aggregates; at pH 12 without CaCl2, sparse angular Na-salt microcrystals yield loose, porous clusters; with CaCl2, faceted calcite dominates, interlocking into compact, dense flocs with stepped surfaces. Floc mean size increases with calcite particle size within an optimal range (enhanced bridging and rigidity), but at excessive Ca, nucleation produces numerous fine crystallites that weaken interlocking, causing floc size to plateau or decline. This morphology–size linkage explains the observed improvement in settling up to a dosage optimum, followed by diminished gains [39].
Fig. 4g shows the average particle size of calcite produced during the mixing phase. As the CaCl2 dosage increased from 10 mg/L to 60 mg/L, the calcite particle size exhibited a three-stage trend. At 10 mg/L CaCl2, flocs had an average particle size of 77.05 μm. When the dosage increased to 20–30 mg/L, the size decreased to 53.55–52.61 μm. Beyond 30 mg/L, the particle size stabilized around 42 μm up to a dosage of 50 mg/L, with no significant reduction observed at higher dosages. This behavior is attributed to the time-dependent dissolution of CaCl2. When solid CaCl2 was introduced into the system, the dissolved portion reacted with PO43− and CO32− to form water-insoluble precipitates. During magnetic stirring, these precipitates are fragmented by the shear forces, and the process repeats with the remaining undissolved CaCl2. At the microscopic level, classical crystallization theory suggests that in solutions with high supersaturation of calcium ions, nucleation is the dominant process. In contrast, in solutions with low supersaturation, crystal growth is more prevalent [40]. When the CaCl2 dose is low, the concentration of Ca2+ remains low, which slows down nucleation. This allows existing crystal nuclei to grow fully. As the CaCl2 dose increases, the Ca2+ concentration rises, resulting in higher supersaturation. This accelerates nucleation, leading to the formation of many small crystal nuclei in a short period. However, the increased number of nuclei quickly consumes the available Ca2+ and CO32−, limiting the growth of individual crystals and ultimately resulting in the formation of smaller particles. Generally, larger floc sizes are associated with higher SS capture and improved settling performance [41]. However, in this study, the size of calcite flocs decreased as the CaCl2 dosage increased, while the SS removal efficiency showed the opposite trend. This seemingly paradoxical result can be explained by the fact that Ca2+ on the surface of calcite particles attracts negatively charged SS during the ongoing dissolution of CaCl2 with CO32− to form calcite. Fig. 4h exhibits the specific surface area of the active species calcite. The maximum specific surface area of calcite was measured at 25.05 m2/g, with a noticeable decrease as the dose of CaCl2 increased. This observation suggests that the removal of suspended solids is primarily driven by precipitation rather than adsorption.
Zeta potential is a key parameter that indicates the stability of colloidal dispersion systems. It measures the degree of repulsion between like-charged particles in a colloidal system. Systems with zeta potentials below 5 mV are prone to aggregation, while those with values above 10 mV tend to be more stable [42]. The zeta potentials and corresponding pH values for various CaCl2 systems are shown in Fig. 4i. CaCl2 significantly influences both the zeta potential and pH of the system. In the −1 group, the pH of the BS was 8.28, corresponding to a zeta potential of −24.77 mV, indicating electrostatic stability [43]. This suggests that SS was difficult to remove by gravity. After adjusting the pH with NaOH, the dissociation and deprotonation of hydroxyl groups on the particle surfaces were enhanced [41], causing the zeta potential to increase to −39.03 mV in Group 0.
When CaCl2 dissolves, it dissociates into Ca2+ and Cl, which interact with the negative charges on the colloidal particles, neutralizing some of these surface charges. As more CaCl2 was added, the electric double layer was compressed, reducing the potential difference between the particle surface and the surrounding solution [44]. This leads to a decrease in the zeta potential and a corresponding drop in pH. For instance, in Group 6, the pH decreased from 12 to 10.34, and the zeta potential dropped from −39.03 mV to −7.66 mV (Fig. 4i). The increase in ionic strength, due to the higher CaCl2 concentration, also contributes to the reduction in zeta potential through charge shielding effects [45, 46].
In terms of zeta potential, adjusting the pH increased the zeta potential of the BS system, thereby enhancing its stability. This is notable because, typically, Ca2+ tends to destabilize colloidal particles by reducing the zeta potential. However, although the addition of CaCl2 alone did not lead to calcite precipitation, it still similarly contributed to system destabilization. This highlights the necessity of pH adjustment for the formation of calcite precipitation, as calcium chloride alone, despite its contribution, was insufficient to trigger the precipitation.
Alkaline precipitation relies on four synergistic mechanisms: Alkalinity-activated carbonate, chargedensity–driven Ca2+ adsorption that partially neutralizes SS and promotes flocculation, optimal CaCl2–enabled shift to heterogeneous nucleation on SS, and coprecipitation of phosphate, ammonium, and humics. Collectively, these underpin high efficiency at low CaCl2 dosage and provide an integrated route for SS and nutrient removal (Fig. 3d).

3.5. Techno-Economic Analysis and Practical Considerations

Control tests (Fig. S4) confirm that pH elevation is essential: CaCl2 alone did not induce settling. The alkaline calcium route requires significant basification of the tested biogas slurry (BS) using NaOH (13.3 g/L; Text S3, Supplementary Materials), followed by CaCl2, driven by its high inherent alkalinity (2517 mg CaCO3/L). This elevates concerns about feasibility and neutralization costs. A full cost assessment shows reagent costs appear low at 2.07 CNY/m3, but rise to 2.45 CNY/m3 when discharge neutralization is included (Table S4).
Sensitivity analysis (Table S5) indicates costs remain competitive at 11–14 g/L NaOH (2.20–2.55 CNY/m3), outperforming highdose PAM (4.00 CNY/m3) and comparable to PAC/PAM (2.15 CNY/m3), while achieving 15% higher SS removal. For BS with alkalinity >3000 mg/L, alkali costs may exceed 3.00 CNY/m3, warranting sitespecific assessment.
Costreduction measures include: Replacing NaOH with CaO (0.08 CNY/g) to cut alkali cost by ~60% while supplying Ca2+; CO2 prestripping (air stripping at pH ~10) to reduce base demand by 25–30%; and integrating with streams that already require pH adjustment. Where discharge limits mandate pH 6–9, include acid neutralization (~0.38 CNY/m3) in lifecycle costs.
The process lowers toxic coagulant use but produces ~2.17 kg/m3 wet sludge. Its calciterich matrix (68.3% CaCO3) differs from metalhydroxide sludges and enables valorization: 4.8 wt% P (as Ca3(PO4)2) and 2.1 wt% N support slow release fertilizer use; alternative pathways include P recovery, agricultural amendment, or construction materials. If reuse is infeasible, landfill remains an option. Heavy metals and ARGs must be evaluated to ensure safe, sitespecific reuse.

4. Environmental Application Potential

SS carries organic matter, part of anaerobically digestible microorganisms, heavy metals, antibiotic resistance genes, phosphorus, and ammonium [4648]. After anaerobic digestion, SS concentrations in BS from pig wastewater, food waste, sludge, and waste leachate can exceed 10 g/L [7, 49, 50]. Approximately 70% of wastewater treatment plants face varying concentrations of SS in the influent, which can negatively affect the performance of subsequent biological treatments, such as partial nitrification and anaerobic ammonium oxidation [51, 52].
Coagulation is the most commonly used method to address this issue [53]. However, the presence of undigested organic matter and extracellular polymeric substances produced by anaerobic microorganisms complicates solid-liquid separation. These substances have negative charges, low zeta potentials, and high viscosity, requiring high doses of coagulants often exceeding 10 g/L or 10% by weight. Despite this, only 30%–50% of SS is removed [51, 54]. The high chemical costs and limited effectiveness reduce the sustainability of biogas plants, especially in small- and medium-sized plants and in developing countries. As a result, identifying more cost-effective alternative technologies has become a key focus for the development of biogas plants.
One approach to destabilizing ultrastable BS colloids is through the advanced oxidation process, which generates self-reactive radical species that attack the organic components of the BS. This process can be activated by persulfate, Ca(ClO)2, and Fenton’s reagent, while also promoting the agglomeration of SS by reducing the surface charge of the BS with the help of metal ions [51, 55, 56]. Although advanced oxidation can effectively remove SS, but suffers from high energy costs and radical scavenging. Factors such as pH, temperature, and reaction time play a critical role in ensuring optimal generation and activity of free radicals. In contrast, microbial-induced calcite precipitation has demonstrated up to 91.67% SS removal [7]. This method involves the in situ co-precipitation of calcite with SS through natural bioprocesses. While it is cost-effective, this approach requires supplementation with functional bacteria and exogenous CaCl2. Additionally, the ability of these functional bacteria to survive and function within complex BS environments deserves to be further investigated. A critical consideration for full-scale implementation is the high alkali demand, which is directly proportional to the inherent alkalinity of the biogas slurry. While the tested slurry required 13.3 g/L NaOH, slurries from different feedstocks (e.g., food waste vs. manure) exhibit alkalinity ranging from 1000–4000 mg CaCO3/L, corresponding to NaOH requirements of 5–20 g/L. Operators should characterize their specific digestate and conduct bench-scale titration tests to determine actual chemical demand. The trade-off between alkali cost and removal efficiency must be carefully evaluated; process simulations suggest that targeting pH 11.5 instead of 12.0 can reduce NaOH consumption by 30% while only decreasing SS removal by 5–8%, offering a more economical operating point for some applications.
Alkaline calcium precipitation offers a promising alternative for breaking down the stable colloidal structure of BS, addressing some of the limitations of previous methods. In this study, we explored the effect of adding 10 mg/L -60 mg/L CaCl2 at pH 12 to destabilize BS. Initially, adjusting the pH increased the macroscopic carbonate content in the BS. Subsequently, in situ formation of calcite occurred by adding inexpensive CaCl2, which facilitated SS aggregation and co-precipitation with the formed calcite. The final removal of SS was achieved through gravity. In this process, Ca2+ neutralized the repulsive forces between SS particles, promoting aggregation through electrical neutralization and adsorption bridging, and enhancing SS removal.
This method is not influenced by the complexity of the BS composition and can also reduce NH4+-N and PO4 3− levels, thereby alleviating pressure on effluent quality standards. In engineering applications, there is often a trade-off between time and operational costs to meet effluent targets, with a preference for cost savings. Therefore, the appropriate dosage of CaCl2 needs to balance multiple factors. pH adjustment is essential for achieving alkaline calcium precipitation, with a pH of 12 leading to a 15.9% SS removal rate. Increasing the CaCl2 dosage to 20 mg/L resulted in an SS removal rate of 47.47%, along with 48.18% removal of NH4+-N and 98.90% removal of PO43−. However, increasing the dosage beyond this point did not yield better results. Instead, higher ionic strength from excessive CaCl2 interfered with water quality detection, leading to potential false positives. Thus, a 20 mg/L CaCl2 dosage represents the optimal balance of these factors. Alkaline calcium precipitation is an affordable technology that could serve as a viable alternative to traditional coagulation methods in the future.

5. Conclusion

In this study, efficient removal of SS was achieved by adding CaCl2 and adjusting the BS pH to 12 using NaOH. At 20 mg/L CaCl2 addition, the SS removal rate reached 47.47%, settling velocity reached 0.0468 m/h. Additionally, NH4+-N and PO43− removal rates were 48.18% and 98.90%, respectively. The 20 mg/L CaCl2 addition effectively reduced the burden on subsequent biological denitrification processes. Analysis of active species revealed that calcite was the functional species responsible for SS removal. The removal mechanism involved Ca2+ neutralizing the negative charge on SS, destabilizing colloids, and enhancing sedimentation. At pH 12, HCO3 in the slurry converted to CO32−, which further facilitated calcite formation and SS co-precipitation. This approach reduces toxic coagulant use and provides pathways for sludge valorization, making it a sustainability-enhanced option for BS pretreatment in contexts where alkali consumption can be offset by resource recovery.

Supplementary Information

Notes

Acknowledgements

This work was financially supported by National Natural Science Foundation of China (Grant No: 32171718).

Author Contributions

L.L.S. (Ph.D. student) performed the writing, reviewing, editing, formal analysis, and data curation. D.L. (Professor.) was responsible for visualization, investigation and data curation. L.H.Z. (Ph.D.) provided resources. J.X.B. (B.Eng. student) contributed to visualization. S.Z.P. (B.Eng. student) carried out formal analysis. C.H.Z. (B.Eng student) developed the methodology. X.Y.T. (B.Eng student) handled the software. W.D.J. (Ph.D.) managed project administration and formal analysis. Y.L. (Professor) acquired funding acquisition, supervised the project, provided resources and conceived the study.

Conflicts of Interest

The authors declare that they have no conflict of interest.

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Fig. 1
Liquid-phase indexes after solid-liquid separation: (a) removal rate of suspended solids and turbidity; (b) sedimentation velocity of flocs; (c) pH and conductivity; (d) alkalinity and carbonate.
/upload/thumbnails/eer-2025-513f1.gif
Fig. 2
Organic matter and nutrients in the liquid phase and corresponding removal rates: (a) dissolved organic carbon; (b) UV254; (c) NH4+-N; (d) PO43−.
/upload/thumbnails/eer-2025-513f2.gif
Fig. 3
Identification of active species in 10 mg/L to 50 mg/L CaCl2 dose groups: (a) XPS spectra; (b) FTIR spectra; (c) XRD pattern; (d) Flocculation process.
/upload/thumbnails/eer-2025-513f3.gif
Fig. 4
Characterization of active species: (a–f) morphology of active species in groups 1–6 at 1000x magnification; (g) average particle size of flocs; (h) specific surface area; (i) zeta potential and corresponding pH.
/upload/thumbnails/eer-2025-513f4.gif
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