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Trends Sci. 2026; 23(1): 11148

Optimized CO2 Capture Using Water-Based Absorbent under Circulated Water Conditions for Carbon Capture and Storage (CCS) Applications


Rafiif Nur Tahta Bagaskara1, Indah Lestari2, Ester Tampubolon2,

Faiz Muamar2 and Nuryoto Nuryoto2,*


1School of Environment, Faculty of Arts and Science, University of Toronto, Toronto, Canada

2Chemical Engineering Department, Faculty of Engineering, Universitas Sultan Ageng Tirtayasa,

Banten 42435, Indonesia


(*Corresponding author’s e-mail: [email protected])


Received: 1 July 2025, Revised: 16 July 2025, Accepted: 26 July 2025, Published: 5 October 2025


Abstract

Capturing CO2 emissions using a recirculating water-based system offers a simple and eco-friendly alternative to conventional Carbon Capture and Storage (CCS) methods for reducing emissions and mitigating climate change. To optimize CO2 solubility in water, it is essential to integrate and evaluate the key variables that influence the capture process, enabling the identification of ideal operating conditions. This study aims to analyze the phenomena and examine the effects of variables such as CO2 gas flow rate, water flow rate, water temperature, circulation time, and differential pressure on the effectiveness of the CO2 capture process, as indicated by the mass of CO2 dissolved in water within the system. The experiment was carried out using a transparent absorber column filled with packing material. CO2 gas with 99.9% purity was introduced at flow rates of 2 and 4 dm3/min, while water was recirculated at flow rates of 0.25 and 0.5 dm3/min. The system operated at water temperatures between 24 and 30 °C, with circulation durations of 5, 10, and 15 min, and differential pressures of 30 and 50 mmHg. Samples were collected at the end of each circulation period and CO2 absorption was determined through titration using 0.1 M NaOH and phenolphthalein as the indicator. The results demonstrated that higher water flow rates and increased pressure differentials enhanced the capture performance, as evidenced by greater CO2 absorption. Conversely, elevated water temperatures and higher CO2 gas flow rates led to decreased absorption efficiency. The most favorable conditions were achieved at 24 °C, a water flow rate of 0.5 dm3/min, a circulation time of 15 min, and a differential pressure of 50 mmHg, resulting in 1.672 g of CO2 absorbed. The results of this study indicate that water has the potential to serve as an environmentally friendly alternative technology for CCS applications. However, further research is needed to develop a process that is effective, efficient, and more cost-effective.


Keywords: Reaction kinetics, Climate change, Diffusivity, Equilibrium, Absorption, CO2 Capture, Environment


Introduction

Carbon dioxide (CO2) emissions are a leading cause of global warming [1,2]. The primary sources of CO2 emissions are the combustion of fossil fuels, including coal [3,4], oil [5], and natural gas [6]. These processes consistently release large quantities of CO2 into the atmosphere, intensifying the greenhouse effect and driving global temperature increases [7]. Rising global temperatures, in turn, accelerate the melting of polar ice caps [8], contributing to sea level rise and posing serious threats to human settlements, especially in coastal regions. To mitigate the adverse impacts of climate change drive by CO2 emissions, it is crucial to develop alternative technologies that are not only effective and efficient, but also simple, economical, and easy to implement. While research on CO2 capture technologies, particularly Carbon Capture and Storage (CCS), has advanced considerably, most current methods still rely on chemical absorbents such as alkaline solutions (e.g., NaOH and KOH), ammonia-based solutions, and other synthetic compounds (Table 1). These methods typically produce end-products like sodium bicarbonate (Na2CO3) from NaOH [9], potassium carbonate (K2CO3) from KOH [10], and ammonium carbonate ((NH4)2CO3) from ammonia [11]. In addition to its role in reducing carbon emissions, the utilization of CO2 capture products is a key component of sustainable carbon management. Captured CO2 can be converted into a variety of valuable products that serve as raw materials or additives in the food, fertilizer, and chemical industries, as well as in synthetic fuels and construction materials, through various synthesis pathways. For instance, methanol (as a fuel) and polyurethane (for construction) can be produced via thermochemical reactions [12]. While sodium bicarbonate and potassium carbonate (for the food and chemical industries), and ammonium bicarbonate (for the fertilizer industry), can be generated through reactions involving alkaline and ammonium-based compounds [13,14]. Integrating CO2 capture with utilization processes not only helps mitigate greenhouse gas emissions but also adds economic value to comprehensive carbon management systems [15]. An alternative absorbent that is both abundant and naturally available is water. Water offers several advantages as an absorbent: It is non-toxic, widely available, and affordable. However, its CO2 absorption capacity is relatively low due to a small Henry’s law constant [16]. To enhance the efficiency of CO2 absorption, it is essential to integrate and optimize key influencing factors within the process. Conceptually, when water meets CO2 gas, it reacts to form dissolved carbonic acid (H2CO3) [17], as illustrated in Eqs. (1) and (2). Despite its potential, research on CO2 capture using water remains limited, with existing studies largely confined to simulation-based assessments using Aspen Plus V.12.1. These simulations particularly in the context of cement industry applications have demonstrated promising levels of capture efficiency. However, no laboratory-scale or pilot-scale experiments have yet been conducted to validate these findings under real-world conditions (Table 1).


Therefore, this study investigates the effectiveness and efficiency of using water as an absorbent for CO2 capture without the addition of other chemical compounds. If proven successful, water-based CO2 capture would offer several advantages. First, the process would be more environmentally friendly, as water is a neutral and non-toxic substance. Second, it would be more economical, given water’s natural abundance and significantly lower operational costs compared to alkaline solutions, ammonia, or other chemical absorbents.


Table 1 CO2 capture using various types of absorbents.

Absorbent type

Operational condition

Optimal operating conditions

References

CaCl2 2H2O solution

CO2 flow rate of 0.1 dm3/min and temperature ranging from 30 to 70 °C

The highest Ca conversion was approximately 80 wt.% at a temperature of 30 °C.

[18]

KOH solution

CO2 concentration of 10% and 90%, temperature of 20 °C, CO2 gas flow rate of 1 dm3/min, pH > 10.5, contact time of 330 min, and KOH concentration of 30 and 70.5 g/L

The best condition was achieved at a KOH concentration of 30 g/dm3, with CO2 absorption of 0.32 g CO2/g KOH.

[19]

KOH solution

1 M KOH solution, direct air capture, contact time of 8.5 h, KOH solution flow rate of 75 cm3/min, and air flow rate of 12 m3/h

CO2 capture efficiency was 14.8%, with a bicarbonate/carbonate ratio of 33%/67%.

[20]

Sodium Hydroxide (NaOH) solution

CO2 directly from air with a gas flow rate of 0.7 dm3/min, NaOH concentration of 6 wt.%, and absorption temperature of 5 to 20 °C.

The optimal condition was achieved at a system temperature of 20 °C, with 500 ppm of CO2 absorbed.

[21]

Potassium Hydroxide (KOH) solution

Bubble column reactor type, direct air capture system, air flow rate of 0.075 dm3/s, temperature range of 14 to 33 °C, KOH concentration of 250 g/L of water, pressure of 100 Pa.

No CO2 capture occurred at temperatures above 30 °C, and the optimal temperature was 18 °C, with approximately 30% of CO2 absorbed.

[22]

Potassium Hydroxide (KOH) solution

KOH concentration of 2 M, CO2 concentration of 10%, room temperature, initial pH of 14.

A pH range of 10 - 11 resulted in optimal absorption capacity, reaching 164 g CO2/kg.

[23]

N-Methyl cyclohexylamine (MCA) + KCl

Temperature of 313 K, CO2 partial pressure ranging from 10 to 1,000 kPa.

Increases ionic conductivity with rising pressure but without affecting CO2 solubility, with CO2 around 3.5 mol CO2/kg solution.

[24]

Monoethanolamine (MEA)

Flue gas directly contacted using ethanolamine (MEA).

Able to absorb 40% CO2

[25]

Water (Simulation using Aspen Plus V.12.1 software).

Air temperature of 15 °C, flue gas temperature of 131.7 °C, CO2 gas flow rate of 17.54 kg/s.

CO2 capture reached 90%

[26]


Gas-liquid absorption processes are typically carried out in an absorber equipped with packing materials such as Raschig rings, Berl saddles, Intalox saddles, or structured packing like corrugated sheet metal which serves to enlarge the interfacial contact area between the gas and liquid phases (Figure 1). The interaction between gas and liquid within the


where and - Inlet and outlet CO2 flow rates (dm3/s), and - water flow rates (dm3/s), and - Inlet and outlet CO2 mole fractions in the gas phase (dimensionless), and - Inlet and outlet CO2 mole fractions in the liquid phase (dimensionless).


Figure 1 Illustration of the CO2 capture process in a packed bed using packing material.


The effectiveness of CO2 capture is influenced not only by the extent of contact between CO2 gas and water, as shown in Figure 1 where interaction begins as water absorbs CO2, but also by the underlying diffusion and reaction mechanisms. As illustrated in Figure 2, the stages of the diffusion and reaction process involved in CO2 capture using water as the absorbent are represented by a series of empirical equations, provided in Eqs. (5) - (9) [28,29]. Diffusion from the center of the CO2 bubble to the gas-liquid interface layer.


CO2 gas equilibrium at the gas-liquid interface layer


Diffusion of dissolved CO2 from the gas-liquid interface layer into the bulk water phase


Reaction occurring in the bulk liquid between water and CO2


Under steady-state conditions, the diffusion rate from the gas-liquid interface layer to the bulk water phase equals the rate of the chemical reaction, resulting in Eq. (9).


where – CO2 flux (mol·dm−2 min−1), - gas-phase mass transfer coefficient (mol·dm−2 min−1), - CO2 mole fraction in the gas bulk phase (dimensionless), - CO2 mole fraction at the gas-liquid interface (dimensionless), - total system pressure (mmHg), - CO2 mole fraction in the liquid at the interface (dimensionless), = Henry’s constant (mmHg), a - surface are of the CO2 bubble (dm2), - CO2 mole fraction in the liquid bulk phase (dimensionless), and - CO2 mass transfer rate (mol·min−1).




Figure 2 Diffusion-reaction concept in CO2 capture by water: (a) Illustration of a bubble in water, (b) illustration of the diffusion process from the bubble core to dissolution in water and reaction forming H2CO3.


The success of CO2 capture fundamentally depends on the effective interaction between the absorption process and the diffusion-reaction process. As such, the overall performance of CO2 capture is governed by the interplay of these 2 mechanisms. To ensure both processes function optimally, it is essential to integrate the key variables that influence CO2 capture, namely the CO2 gas flow rate, water flow rate, water temperature, circulation time (contact time), and system pressure. This study aims to integrate these variables to optimize the CO2 capture process. The rationale for combining them is grounded in several considerations: the flow rates of CO2 gas and water directly affect CO2 solubility in water (as indicated in Eqs. (3) and (4)), while system pressure, expressed as differential pressure, influences the CO2 concentration at the gas and liquid interface (Eq. (6)). Additionally, both temperature and circulation time affect the diffusion rate and reaction kinetics (Eqs. (5), (7) and (8)). To assess the impact of this variable integration and develop a more comprehensive understanding, this study aims to analyze the phenomena and examine the effects of variables such as CO2 gas flow rate, water flow rate, water temperature, circulation time, and differential pressure on the effectiveness of the CO2 capture process, as indicated by the mass of CO2 dissolved in water within the system.

Materials and methods

Materials and research equipment

The raw material used in this study was purified CO2 gas with a purity level of 99.9%, stored in a cylinder purchased from CV Purnama Jaya Gas, located in Cilegon, Banten, Indonesia. As this research is still in its early stages, the focus was placed on exploring the fundamental phenomena and evaluating the effects of specific variables within controlled ranges on the performance of water-based CO2 capture. Therefore, CO2 from Direct Air Capture (DAC), which typically contains around 400 ppm, was not used. Instead, commercially available pure CO2 was used to simplify the experimental process. The absorbent used was surface water that had been treated beforehand. The observation equipment consisted of a packed bed containing small cylindrical glass, each approximately 6×6 mm2, with a total bed height of around 27 cm. Transparent glass was selected for both the bed and the packing material to allow clear visualization of the occurring phenomena. To maximize contact between the CO2 gas and water, the gas was introduced from the bottom of the column. The absorption process was conducted continuously in a counter-current flow. A detailed illustration of the CO2 capture setup using water as the absorbent is shown in Figure 3.



Figure 3 Illustration of CO2 capture equipment using water as the absorbent.


Experimental procedure

To initiate the procedure, verify that every valve in the system is fully closed. Then, fill the water tank to 3 quarters of its capacity. Add ice to adjust the water temperature to the desired range of 24 to 30 °C. Open valves V2 and V3, then start the pump. Check that the pump pressure is above 1 bar to prevent cavitation. While doing so, open valve V1 and observe the flow meter to ensure the water flow rate reaches the target of 0.25 and 0.5 dm3/min. Open valve V8 gradually and adjust it so that the input and output water flow rates are equal. Next, introduce CO2 gas by opening valve V6 and adjusting the gas flow meter to the specified rates of 2 and 4 dm3/min. Then, open valve V7 and adjust it until the desired differential pressure is reached, approximately 30 and 50 mmHg. Once the system has stabilized, this moment is recorded as time 0 min, and a sample is taken to analyze the initial CO2 content in the water. After circulating the water absorbent for durations of 5, 10, and 15 min, the process is stopped, and a sample is collected from the V8 outlet. This sample is then analyzed to determine the amount of CO2 absorbed in the water during the process. The samples are analyzed using a titration method with 0.1 M NaOH as the titrant and phenolphthalein (PP) as the indicator. The mass of CO2 absorbed into the water is calculated using Eq. (10).


where, - mass of CO2 (g), MNaOH - molarity of NaOH (M), - volume of NaOH (L), - molecular weight of CO2 (44 g/mol).


The concept presented in Eq. (10) is derived from the principle in Eq. (2), which states that the amount of H2CO3 is directly proportional to the amount of CO2. During titration with NaOH, H2CO3 undergoes the reaction illustrated in Eq. (11).

According to Eq. (11), the number of moles of H2CO3 is equivalent to the number of moles of NaOH, which in turn is equal to the number of moles of CO2. By multiplying this value by the molecular weight of CO2, the mass of CO2 absorbed into the water at each sampling interval can be calculated. The titration was carried out in triplicate, and the results were averaged to enhance the reliability and accuracy of the data.

The selection of variables in this study was guided by several key considerations. The CO2 gas flow rates of 2 and 4 dm3/min were chosen based on the studies of Nuryoto et al. [14]; Nuryoto et al. [30], which showed that flow rates within this range enable effective interaction between CO2 and absorbents such as calcium hydroxide and potassium hydroxide. The water flow rates were intentionally set at relatively low values, 0.25 and 0.5 dm3/min, to allow for clear visual observation through the transparent glass column. The CO2 capture process was carried out at temperatures ranging from 24 to 30 °C to evaluate capture behavior within this range and identify optimal operating conditions. Theoretically, CO2 solubility in water decreases as the temperature increases [31]. However, if the temperature is too low, the reaction rate between CO2 and H2O may also decrease [32]. Therefore, a balance between solubility and reaction kinetics is essential. To maintain safe operating conditions, particularly due to the use of glass-based packing material, a low differential pressure of 30 and 50 mmHg was applied in this study. If Dp is too high, it may cause flooding, which prevents gas from flowing through the liquid and can result in process failure, ultimately reducing the efficiency of CO2 capture. By selecting variables within these specified ranges, this study aims to develop a comprehensive understanding of the absorption process and its controlling factors.


Mathematical model testing

The mathematical approach applied in this study is based on a straightforward formulation using a pseudo-homogeneous model, as outlined in Eq. (2). The model was evaluated to facilitate its potential application in future technical scenarios and to support further development. Testing of the mathematical model was conducted only under the identified optimal operating conditions. For this purpose, the CO2 concentration at time zero was measured using the same titration method, to obtain a more accurate value for the reaction rate constant. Several assumptions were made in the kinetic calculations. CO2 was assumed to be continuously supplied and this present in excess. Under these conditions, the reverse reaction was considered negligible. Based on Eq. (2), the model can then be further developed into Eq. (12).


Eq. (12) is identical to Eq. (8) and is then modified using the previously stated assumptions, resulting in Eq. (13).


By multiplying Eq. (13) by the sample volume, the reaction rate is expressed as the rate of change in the number of moles of CO2, as shown in Eq. (14).


Eq. (14) is then modified into a second order equation, resulting in Eq. (15).


Eqs. (14) and (15) are integrated to obtain Eqs. (16) and (17).


Eqs. (16) and (17) were fitted with a trendline using Microsoft Excel to obtain the value of . A mathematical model that produces an R2 value close to one is considered appropriate for predicting the reaction rate in the CO2 capture process examined in this study, across broader range of parameters. However, the model must still be validated against actual experimental data to confirm its reliability.


Results and discussion

Effect of CO2 gas flow rate on CO2 capture

At a differential pressure of 5 mmHg, the results presented in Figure 4 show that increasing the CO2 gas flow rate actually leads to a decrease in CO2 capture performance. The mass of CO2 absorbed at circulation times of 5, 10, and 15 min was 0.0072, 0.0077, and 0.0094 g, respectively for a gas flow rate of 2 dm3/min, and 0.0061, 0.0072, and 0.0077 g for a flow rate of 4 dm3/min. Assuming a constant CO2 density of 1.977 gr/L [33], the total CO2 mass entering the system at 5, 10, and 15 min is approximately 19.77, 39.54, and 59.31 g for the 2 dm3/min flow rate, and 39.54, 79.08, and 118.62 grams for the 4 dm3/min flow rate. These values indicate that while the total amount of CO2 in the system increases the absorbed CO2 does not rise proportionally. In fact, the opposite occurred. When the gas flow rate increased while circulation time remained the same, the amount of CO2 capture decreased. Theoretically, increasing the CO2 gas flow rate raises the gas velocity, which reduces the contact time or residence time between the gas and liquid in the packed area. This condition results in shorter gas and liquid interaction [34,35], ultimately lowering the amount of CO2 dissolved in water.


where, - CO2 gas velocity (dm/s), - gas flow rate (dm3/s), and A - cross sectional area of the column (dm2).


As shown in Figure 4, the difference in CO2 capture between gas flow rates of 2 and 4 dm3/min is relatively minor. This is particularly evident at the 10 min circulation time, where the captured CO2 mass was 0.0077 g for 2 dm3/min and 0.0072 for 4 dm3/min. However, when considering the other data points at 5 and 15 min, the CO2 capture results exhibit a consistent trend, where longer circulation times tend to increase the amount of CO2 absorbed. Based on these findings, further observations across a wider time range are necessary to establish a more reliable trend.

The phenomenon observed in this study was also reported in previous research (see Table 2).


Figure 4 Effect of gas flow rate at a water temperature of 24 °C, water flow rate of 0.25 dm3/min, and differential pressure of 50 mmHg.


Table 2 Effect of carbon dioxide gas flow rate on CO2 capture.

Absorbent Type

Gas flow rate

Research findings

References

-

Methane gas flow rate of 1 to 20 standard liters per minute, using an adsorbent instead of an absorbent, specifically activated carbon.

An increase in the gas flow rate resulted in a decrease in the amount of methane gas adsorbed by activated carbon, from 467.4 to 419.1 dm3.

[36]

Ethylenediamine (EDA)

The flow rate of CO2 gas mixed with methane was set at 100 and 800 cm3/min.

When the flow rate of the CO2 and methane gas mixture was increased, gas capture efficiency decreases from an average of 95% at 100 mL/min to approximately 30% at 800 mL/min.

[37]

Water

CO2 gas flow rates of 2 and 4 dm3/min.

An increase in CO2 gas flow rate affected CO2 capture, with the best result obtained at a flow rate of 2 dm3/min, yielding a CO2 mass of 0.0094 g.

This research




As shown in Table 2, increasing the gas flow rate leads to a shorter interaction time between the gas and the absorbent, which acts as the capturing medium. This reduction in circulation time results in a decrease in gas capture efficiency. Hence, the phenomenon observed in this study is consistent with theoretical expectations. Based on both the current findings and previous research, it is advisable to carefully regulate gas flow rates, as excessively high values may compromise the effectiveness of the gas capture process.


Effect of water flow rate on CO2 capture

As the water flow rate into the column increases, the mass of CO2 absorbed into the water also rises significantly (Figure 5). At a flow rate of 0.25 dm3/min, the amount of CO2 dissolved in the water is relatively low when compared to the amount at 0.50 dm3/min. Specifically, at circulation times of 5, 10, and 15 min, the CO2 mass absorbed at a water flow rate of 0.25 L/min was 0.0072, 0.0077, and 0.0094 g (atau 0.0288, 0.0308, and 0.0376 g/dm3·min−1), respectively. In contrast, at a flow rate of 0.5 dm3/min, the corresponding values were 1.045, 1.078, and 1.672 g (atau 2.09, 2.156, and 3.344 g/dm3·min−1). These findings clearly show that raising the water flow rate substantially enhances the CO2 capture process. This improvement occurs because a higher water flow from the top of the column increases the likelihood of interaction between CO2 gas and water in the packed section (Figure 3). As further supported by Table 3 and previous studies, the flow rate of the absorbent entering the absorber column plays a crucial role in determining the efficiency and success of CO2 capture.


Figure 5 The effect of water flow rate conducted at a water temperature of 24 °C, CO2 gas flow rate of 2 dm3/min, and differential pressure of 50 mmHg.

A comparison of the observations in Figures 4 and 5 clearly shows that variations in CO2 gas flow rate had little effect on the increase in absorbed CO2 mass. In contrast, the water flow rate had a significantly greater impact on the efficiency of the CO2 capture process. This effect is attributed to the increased volume of water in the packing area at higher flow rates, which expands the contract surface between the CO2 gas and the liquid phase [38,39], thereby enhancing the absorption process. On the other hand, increasing the CO2 gas flow rate tends to reduce residence time, and excessive flow may cause channeling, which limits the effectiveness of gas and liquid interaction [38]. Based on the data in Figure 5, it can be concluded that in a packed column CO2 capture system, the flow rate of the absorbent, namely water, plays a critical role in the overall success of the absorption process.


Table 3 Effect of absorbent flow rate on carbon capture.

Absorbent Type

Liquid flow rate

Research findings

References

Ethylenediamine (EDA)

EDA flow rate increased from 100 to 800 cm3/min.

The CO2 removal increased from approximately 18% to 30%.

[37]

Ammonia solution

Ammonia solution flow rates of 0.6 and 0.9 dm3/min.

The CO2 removal achieved at flow rates of 0.6 and 0.9 dm3/min was approximately 35% and 45%, respectively.

[40]

Monoethanolamine (MEA)

An increase in the liquid-to-gas (L/G) ratio from 2.5 to 10.

There was an increase in CO2 removal efficiency as the L/G ratio rose, from approximately 27% to approximately 50%.

[41]

Water

Water flow rates of 0.25 and 0.5 dm3/min.

An increase in water flow rate led to an improvement in CO2 capture, with the best result obtained at a flow rate of 0.5 L/min, yielding 1.672 g of CO2.

This research


Effect of water temperature on CO2 capture

Increasing water temperature during the CO2 capture process has a negative effect on absorption performance, as indicated by the decreasing mass of CO2 absorbed by water (Table 4). Table 4 shows that for every 3 °C increase in temperature, the amount of CO2 absorbed decreases by approximately a factor of 100. This finding highlight that, in addition to gas flow rate, water temperature is a critical variable that significantly influences the efficiency of CO2 capture when using water as the absorbent. According to the data, water-based CO2 capture is more effective at temperatures below 24 °C. From a thermodynamic perspective, higher temperature increases the kinetic energy of water molecules while reducing their molecular density [42]. As a result, the capacity of water to absorb CO2 diminishes. This principle is illustrated in Figure 6. On a microscopic level, this behavior can be explained using the concept of molecular kinetics of water [29,42]. At lower temperatures, water molecules have lower kinetic energy, causing them to be more tightly packed and orderly. This arrangement facilitates stronger interactions between water molecules and CO2, increasing the likelihood that CO2 will dissolve and remain trapped within the liquid structure. In contrast, at higher temperatures, water molecules gain more kinetic energy, leading to greater spacing and a more disordered structure. This makes it harder to retain CO2 molecules and may even promote their release through desorption. This phenomenon is illustrated in Figures 6(a) and 6(b). In the lower temperature scenario shown in Figure 6(a), water molecules are more densely arranged and more effective at capturing CO2. Meanwhile, in the higher temperature scenario in Figure 6(b), the likelihood of CO2 being released increases. The illustration in Figure 6(b) highlights this with a circled CO2 molecule that is no longer surrounded by water molecules, indicating a greater potential for desorption. Similar findings were reported in studies by Yang et al. [43]; Chen et al. [3] examined CO2 capture using absorbent made from a mixture of water and an aromatic solvent. When the absorption temperature increased from 30 to 60 °C (303 to 333 K), the amount of CO2 absorbed decreased from approximately 0.42 to 0.23 mol/mol. In a study by Chen et al. [3], carbon capture was investigated using amino acid salts (AAS). When absorption temperature was increased from 57 to 77 °C, the amount of CO2 absorbed declined from 1.1 mol of CO2/mol AAS to 0.9 mol/mol. These results suggest that gas absorption processes should be avoided at elevated temperatures, as such conditions may substantially reduce the efficiency of CO2 capture.


Table 4 Effect of water temperature on CO2 capture at 50 mmHg differential pressure, CO2 gas flow rate of 2 dm3/min, and water flow rate of 0.5 dm3/min.

Time, minute

Mass of CO2, gram

Temperature

24oC

27oC

30 oC

5

1.04500

0.01437

0.00013

10

1.07800

0.01752

0.00033

15

1.67200

0.03553

0.00089



Figure 6 Illustration of the movement and density of CO2 and H2O molecules: (a) at a lower temperature (T1), (b) at a higher temperature.


Effect of differential pressure (Dp) on CO2 capture

As shown in Figure 7, increasing the differential pressure (Dp) from 30 to 50 mmHg positively influences CO2 capture. At circulation times of 5, 10, and 15 min, the captured CO2 masses at 30 mmHg were 0.44, 0.55, and 1.1 g, respectively, whereas at 50 mmHg, they increased to 1.045, 1.078, and 1.672 g. This corresponds to percentage increases of 136.36%, 96.36%, and 51.28%, respectively. These results indicate that elevating Dp in a gas-liquid absorption system can substantially improve CO2 capture performance, provided that the pressure remains within safe operational limits to avoid flooding.


Figure 7 Effect of differential pressure at a water temperature of 24 °C, CO2 gas flow rate of 2 dm3/min, circulation time of 15 min., and water flow rate of 0.5 dm3/min.


An increase in differential pressure (Dp) and its impact on CO2 capture is conceptually illustrated in Figure 8. When Dp in the system is raised from 30 to 50 mmHg, the volume of water retained in the packing area visibly increases compared to the condition at 30 mmHg. This indicates that at Dp 50 mmHg (Dp2), the amount of water absorbent in the packing region is greater than at Dp 30 mmHg (Dp1), resulting in an expanded contact area between CO2 and water. This phenomenon aligns with the area equation (Eq. (18)). As the volume of water in the packing area increases, the velocity of the CO2 gas decreases, allowing for more effective gas liquid contact. Under these conditions, a greater number of CO2 molecules can be absorbed into water, as illustrated in Figure 8. A similar finding was reported by Soo et al. [44], who investigated CO2 capture using an amine based absorbent solution. When the system pressure was increased from approximately 1 to 10 bar, the amount of CO2 captured rose from around 72 g of CO2/kg of solution to 115 g of CO2/kg of solution.


where, - volume of the packed column filled with water where CO2-water contact occurs (dm3), - 3.14, - diameter of the column (dm), and h - height of the water in the column (dm).


Figure 8 Illustration of the effect of differential pressure on the absorption of CO2 in H2O: (a) at low Dp, (b) at higher Dp.


To validate the CO2 capture results obtained in this study, calculations were carried out using Eq. (6). As referenced in Smith et al. [29], the Henry’s constant for CO2 is 1.670 bar, equivalent to approximately 1,252,604 mmHg. By applying this equation and assuming a rapid diffusion process, the resulting CO2 mole fractions were calculated and are presented in Table 5.


Table 5 CO2 fraction absorbed under operating conditions of water flow rate at 0.5 dm3/min and CO2 gas flow rate at 2 dm3/min with water temperature at 24 °C.

Input CO2 gas fraction

System pressure

Sample mass (g)

CO2 mass (g)

HCO2-H2O (mmHg)

CO2 fraction (%)

**Deviation (%)

Data*

Theoretical

0.999

760

18

1.045

1,252,604

0.0580

0.0606

4.31

0.999

760

18

1.078

1,252,604

0.0600

0.0606

1.01

0.999

760

18

1.672

1,252,604

0.0930

0.0606

53.43

Note: * % data = (mass of CO2/sample mass)×100%, ** % deviation = {(theoretical − data)/theoretical}×100%.


As shown in Table 5, the deviation between the experimental and theoretical data is minimal, particularly at the 10 min circulation time, where the deviation is only 1.01%. In comparison, the deviations at the 5 and 15 min circulation times are 4.31% and 53.43%, respectively. These results indicate that the phenomena observed in this study are generally consistent with theoretical expectations. The variation observed, indicated by a significant increase in deviation at the 15 min circulation time, is attributed to the accumulation of CO2 mass in the water due to the recirculation process. In this system, the water exiting the absorber (from V8) is recirculated using a pump and reintroduced into the system at intervals of 5, 10, and 15 min. As a result, the amount of CO2 dissolved in the water increases with longer circulation times. The largest deviation occurred at the 15 min mark, reaching 53.43%. This deviation arises because the theoretical calculations, based on Eq. (6), assume ideal conditions without accounting for recirculation. In contrast, the actual experimental setup involves repeated circulation, which leads to a higher concentration of dissolved CO2 than predicted theoretically. The data at the 15 min circulation time (Table 5) suggest that the water in the system had not yet reached its saturation point, meaning it still had the capacity to dissolve more CO2, although at a gradually decreasing rate. Once the water reaches its maximum solubility, additional CO2 will no longer be absorbed and may simply pass through the system and exit the packed column.

Based on existing literature, CO2 capture technologies have advanced rapidly through a range of methods, including solid sorbents such as metal-organic frameworks, membrane-based systems [45], electrochemical direct air capture (DAC) [46], and absorption using potassium hydroxide (KOH) or monoethanolamine (MEA). These technologies offer high selectivity and efficient regeneration. However, their application often requires complex infrastructure and significant capital investment. In contrast, water is an abundant, low-cost, and environmentally friendly absorbent, making it a promising alternative for specific CCS applications. Given its many advantages, water has strong potential as an absorbent, and future research is expected to identify optimal operating conditions for its effective use.


Reaction kinetics testing

The calculation of reaction kinetics, using a pseudo-homogeneous approach and assuming that the circulation time equals the contact time, indicates that the R2 value from the second-order model is higher than that of the first-order model. In the second order kinetic model, the R2 value was 0.92, while the first order model yielded a value of 0.884 (Figure 9). Based on these results, the reaction rate in the CO2 capture using water as the absorbent in this study follows a second order kinetic model, with a calculated rate constant of 1.6468 mol−1min−1. The resulting kinetic model, a second order mathematical expression, is useful for estimating the reaction rate of CO2 mass once the CO2 bubble has been absorbed into the water. However, further validation is required under different temperature conditions, particularly at temperatures below 24 °C.


Figure 9 Reaction kinetics calculation results: (a) first order and (b) second order.


Critical analysis and industrial perspective

The data from this study show that increasing water flow rate, gas flow rate, reaction temperature, and differential pressure (ΔP) can improve CO2 absorption performance in a packed column system operating with counter-current flow using water as the absorbent. These results provide useful initial insights and a foundation for further development. However, the study also has several limitations that need to be addressed. One limitation is the relatively low CO2 capture achieved. Additionally, the gas used in the experiment had very high purity of 99.9% and was not sourced from direct air capture (DAC) with CO2 levels around 400 ppm or from flue gas streams. The study also did not examine the regeneration or desorption process of CO2 and relied on a basic mercury-based differential pressure measurement method. For future research, it is recommended to use lower concentration CO2 sources (around 400 ppm) and standard measurement equipment to generate results that more closely reflect real industrial conditions. Based on the findings of this study, although the CO2 capture efficiency using water is relatively low, it shows potential for application in industrial settings, particularly for pre-purification units or emission treatment processes with low CO2 concentrations.

To enable large-scale industrial implementation, a comprehensive evaluation is necessary. This should include detailed analysis of energy consumption, equipment design, cost-benefit assessments, mathematical modelling that incorporates diffusion and reaction processes, and long-term operational feasibility. Additionally, broader experimental observations across a wide range of variables are required to develop a reliable water-based CO2 capture system. These efforts are crucial to ensure that the system can serve as a cost-effective and environmentally friendly alternative for CO2 capture. Although this research is still at an early stage, it has provided important foundational insights that can support the future development of water-based CO2 capture technologies.


Conclusions

Increasing the water flow rate into the absorber and elevating the differential pressure (Dp) in the absorption system had a positive effect on CO2 capture, as demonstrated by a substantial rise in the mass of CO2 absorbed. When the water flow rate increased from 0.25 dm3/min, the mass of CO2 absorbed during a 15 min circulation time rose from 0.0094 to 1.672 g. Likewise, increasing the differential pressure from 30 to 50 mmHg increased the absorbed CO2 mass from 1.10 to 1.67 g at the same circulation time (15 min). Conversely, the findings revealed that higher CO2 gas flow rates and elevated water temperatures reduced absorption performance. At the same circulation time of 15 min, increasing the CO2 gas flow rate from 2 to 4 dm3/min resulted in a decrease in the mass of CO2 absorbed, from 0.0094 to 0.0077 g. In addition, increasing the water temperature from 24 to 27 and 30 °C resulted in a drastic decline in absorbed CO2 mass, falling from 1.6720 to 0.03553 and 0.00089 g, respectively. The key contribution of this study is its depth analysis of how operational parameters affect the performance of CO2 absorption using water as the absorbent. These findings provide a valuable starting point for advancing more efficient CO2 absorption technologies in industrial settings. As a preliminary study, this research has not yet examined key operation conditions such as sub-ambient temperatures (for example, 10 to 20 °C), higher differential pressures, or industrially relevant operating parameters that are theoretically known to enhance CO2 solubility and thus improve absorption efficiency. Moreover, economic considerations such as cost-benefit analysis were not included and should be addressed in future studies.


Acknowledgements

The author gratefully acknowledges all contributions that enabled this research and its publication. This article is intended to benefit scientific development and the wider community, aamiin.


Declaration of generative AI in scientific writing

This article was written independently by the author without assistance from generative AI tools.


CRediT author statement

Rafiif Nur Tahta Bagaskara: Writing - Original draft preparation; Review & Editing. Indah Lestari, Ester Tampubolon, and Faiz Muamar: Data curation; Investigation; Validation. Nuryoto Nuryoto: Conceptualization; Methodology; Supervision.


References

  1. A Al-lami and A Török. Decomposition of carbon dioxide (CO2) emissions in Hungary: A case study based on the kaya identity and LMDI model. Peri­odica Polytechnica Transportation Engineering 2025; 53(1), 7-15.

  2. H Jurikova, C Garbelli, R Whiteford, T Reeves, GM Laker, V Liebetrau and L Angiolini. Rapid rise in atmospheric CO2 marked the end of the Late Palaeozoic Ice Age. Nature Geoscience 2025; 18(1), 91-97.

  3. TY Chen and WSW Ho. Effects of pressure and temperature on CO2 facilitation of amino acid salt-containing membranes for post-combustion car­bon capture. Journal of Membrane Science 2024; 689, 122166.

  4. D Lai, C Luo, Z Wang, Z Shi, T Luo, L Zhang and Z Zhang. Process simulation and techno-economic analysis of CO2 capture by coupling calcium looping with concentrated solar power in coal-fired power plant. Separation and Purification Technology 2025; 358, 130228.

  5. L Yan, Y Liu, K Li, C Geng and B He. Insights into radiation property prediction for numerical simulation of pulverized coal/biomass oxy-fuel combustion. Clean Energy 2025; 9(2), 111-123.

  6. R Krishna and JM van Baten. Non-Idealities in adsorption thermodynamics for CO2 capture from humid natural gas using CALF-20. Separation and Purification Technology 2025; 355, 129553.

  7. F Amirkhani, A Dashti, H Abedsoltan, AH Mohammadi, JL Zhou and A Altaee. Modeling and estimation of CO2 capture by porous liquids through machine learning. Separation and Purification Technology 2025; 359, 130445.

  8. R Gou, KK Wolf, CJ Hoppe, L Wu and G Lohmann. The changing nature of future arctic marine heatwaves and its potential impacts on the ecosystem. Nature Climate Change 2025; 15(2), 162-170.

  9. RY Chan, YZ Zeng, CC Hou, HC Kou and HW Huang. Experimental study of carbon dioxide capture and mineral carbonation using sodium hydroxide solution. Journal of Ecological Engineering 2025; 26(1), 30-45.

  10. JM Monteagudo, A Durán, M Alonso and AI Stoica. Investigation of effectiveness of KOH-activated olive pomace biochar for efficient direct air capture of CO2. Separation and Purification Technology 2025; 352, 127997.

  11. M Ammar, T Dambrauskas, S Parvin, DA Gonzalez‐Casamachin, K Baltakys and J Baltrusaitis. In situ analysis of magnesium, copper, and zinc ammonium carbonate thermal properties. Journal of Thermal Analysis and Calorimetry 2024; 150(3), 1557-1569.

  12. I Raheem, A Tawai, S Amornraksa, M Sriariyanun, A Joshi, M Gupta and SK Maity. A comprehensive review of approaches in carbon capture, and utilization to reduce greenhouse gases. Applied Science and Engineering Progress 2025; 18(2), 7629-7629.

  13. HS Park, JY Kim, HJ Yang, Y Chung, J Na and NH Hur. Utilization of carbon dioxide and nitrate to produce sodium bicarbonate through a nitrate hydrogenation method. Journal of CO2 Utilization 2025; 94, 103060.

  14. N Nuryoto, MH Alfarizi, MAS Kelana and RNT Bagaskara. Alternative technology towards clean and sustainable industry: Conversion of carbon dioxide gas into potassium carbonate. Advances in Science and Technology Research Journal 2025; 19(4), 183-197.

  15. TM Thiedemann and M Wark. A compact review of current technologies for carbon capture as well as storing and utilizing the captured CO2. Processes 2025; 13(1), 283.

  16. CH Yu, CH Huang and CS Tan. A review of CO2 capture by absorption and adsorption. Aerosol and Air Quality Research 2012; 12(5), 745-769.

  17. S Kontsevoi. Decomposition mechanism and dissociation constants of bicarbonate ions. Water and Water Purification Technologies. Scientific and Technical News 2023; 35(1), 3-8.

  18. RM Rivera and T van Gerven. Production of calcium carbonate with different morphology by simultaneous CO2 capture and mineralisation. Journal of CO2 Utilization 2020; 41, 101241.

  19. AAH Mourad, AF Mohammad, M Altarawneh, AH Al‐Marzouqi, MH El‐Naas and MH Al‐Marzouqi. Effects of potassium hydroxide and aluminum oxide on the performance of a modified solvay process for CO2 capture: A comparative study. International Journal of Energy Research 2021; 45(9), 13952-13964.

  20. O Gutierrez-Sanchez, B De Mot, N Daems, M Bulut, J Vaes, D Pant and T Breugelmans. Electrochemical conversion of CO2 from direct air capture solutions. Energy & Fuels 2022; 36(21), 13115-13123.

  21. S Ghaffari, MF Gutierrez, A Seidel-Morgenstern, H Lorenz and P Schulze. Sodium hydroxide-based CO2 direct air capture for soda ash production - fundamentals for process engineering. Industrial & Engineering Chemistry Research 2023; 62(19), 7566-7579.

  22. S Khan, L Navalgund, K Joshi and A Kumar. Design and fabrication of a system to capture ambient CO2. Journal of Air Pollution and Health 2023; 8(4), 399-410.

  23. L Li, H Yu, L Ji, S Zhou, V Dao, P Feron and E Benhelal. Integrated CO2 capture and mineralization approach based on KOH and cement-based wastes. Journal of Environmental Chemical Engineering 2024; 12(5), 113382.

  24. F Tzirakis, LA Diaz, I Chararas, DMM de Oca, Z Zhao, P Seferlis and AI Papadopoulos. Selection of solvents for integrated CO2 absorption and electrochemical reduction systems. AIChE Journal 2025; 71(5), e18734.

  25. X Yu, H Wu, W Li and H Yang. Emission characteristics of ethanolamine and ammonia in CO2 capture process by chemical absorption based on ethanolamine solution. Journal of Chemical Technology & Biotechnology 2025; 100(4), 688-696.

  26. H Asgharian, F Iov, MP Nielsen, V Liso, S Burt and L Baxter. Analysis of cryogenic CO2 capture technology integrated with water-ammonia absorption refrigeration cycle in cement plants. Separation and Purification Technology 2025; 353, 128419.

  27. AA Ujile. Mass transfer, absorption. In: AJ Kehinde (Ed.). Chemical engineering unit operation, synthesis and basic design calculation. 1st ed. Bomn Prints, Ibadan, Nigeria, 2014.

  28. O Levenspiel. Chemical reaction engineering. 3rd ed. John Wiley & Sons, New York, 1998.

  29. JM Smith, HC Van Ness, MM Abbott and MT Swihart. Introduction to chemical engineering thermodynamics. 8th ed. McGraw-Hill Education, Ohio, United States, 2018.

  30. N Nuryoto, N Mas’ulunniah, AS Choerunnisa and S Suripno. Pemanfaatan karbon dioksida untuk sintesis precipitated calcium carbonate (PCC) dengan metode karbonasi (in Indonesian). Jurnal Integrasi Proses 2021; 10(2), 90-95.

  31. Z Rastegar and A Ghaemi. CO2 absorption into potassium hydroxide aqueous solution: Experimental and modeling. Heat and Mass Transfer 2022; 58(3), 365-381.

  32. TJ Kang, JH Lee, DH Lee, HS Kim and SH Kang. Effect of high temperature on CO2 gasification kinetics of sub-bituminous coal fly ash. Sustainability 2025; 17(4), 1519.

  33. A Elshani, K Pehlivani, B Kelmendi and I Cacaj. Possibility and determination of the use of CO2 produced by the production of beers. Journal of Pharmaceutical Science and Reearch 2018; 10(5), 1229-30.

  34. A Sumayli, Z Ahmed, V Jain, R Roopashree, A Kumar, A Kashyap and MK Abosaoda. Computational evaluation of micropores wetting effect on CO2 removal through membrane contactor. Scientific Reports 2025; 15(1), 780.

  35. LL Wang. Study on effect of gas-liquid 2 phase physical feature on slug flow in microchannels. Frontiers in Physics 2023; 11, 1125220.

  36. MI Alhamid and MB Perdana. Effect of methane gas flow rate on adsorption capacity and temperature distribution of activated carbon. International Journal of Technology 2015; 6(4), 584-593.

  37. M Bagi, MV Razlighi, M Shanbedi and A Karim. Parametric study on CO2 removal from natural gas by hollow fiber membrane contactor: A CFD approach. Chemical Engineering & Technology 2024; 47(4), 732-738.

  38. AC Bozonc, AM Cormos, S Dragan, C Dinca and CC Cormos. Dynamic modeling of CO2 absorption process using hollow-fiber membrane contactor in MEA solution. Energies 2022; 15(19), 7241.

  39. HS Rambe, I Irvan, B Trisakti, T bin Nur, MS Cahyono and MN Aridito. CO2 absorption using aqueous potassium carbonate (K2CO3) promoted by piperazine (PZ) in packed column reactor. IOP Conference Series: Earth and Environmental Science 2024; 1352(1), 012024.

  40. AM Abou-Elanwar, S Lee, I Jang, S Lee, S Hong, S Kim and Y Kim. Fertilizer-drawn forward osmosis and membrane contactor system for CO2 capture using ammonia-rich wastewater. Journal of Membrane Science 2024; 700, 122654.

  41. NT Abdullah and LK Shakir. Efficient carbon dioxide capture in packed columns by solvents blend promoted by chemical additives. Journal of Ecological Engineering 2024; 25(10), 1-15.

  42. YA Cengel, MA Boles and M Konoglu. Thermodynamics: An engineering approach. 9th ed. McGraw-Hill Education, Ohio, United States, 2019.

  43. H Yang, X Hou, L Jin, H Yu, W Li, S Kong and L Yang. Energy-efficient CO2 capture using low-viscosity water-lean aromatic amine solvent: Performance, mechanism and thermodynamics. Separation and Purification Technology 2025; 359, 130391.

  44. XYD Soo, JJC Lee, WY Wu, L Tao, C Wang, Q Zhu and J Bu. Advancements in CO2 capture by absorption and adsorption: A comprehensive review. Journal of CO2 Utilization 2024; 81, 102727.

  45. J Kotowicz, K Niesporek and O Baszczeńska. Advancements and challenges in direct air capture technologies: Energy intensity, novel methods, economics, and location strategies. Energies 2025; 18(3), 496.

  46. V Barahimi, M Ho and E Croiset. From lab to fab: Development and deployment of direct air capture of CO2Energies 2023; 16(17), 6385.