Numerical Simulation of the Influence of Geological CO 2 Storage on the Hydrodynamic Field of a Reservoir

CO 2 geological storage in deep saline aquifers is an effective way to reduce CO 2 emissions. The injection of CO 2 inevitably causes a significant pressure increase in reservoirs. When there exist faults which cut through a deep reservoir and shallow aquifer system, there is a risk of the shallow aquifer being impacted by the changes in reservoir hydrodynamic fields. In this paper, a radial model and a 3D model are established by TOUGH2-ECO2N for the reservoir system in the CO 2 geological storage demonstration site in the Junggar Basin to analyze the impact of the CO 2 injection on the deep reservoir pressure field and the possible influence on the surrounding shallow groundwater sources. According to the results, the influence of CO 2 injection on the reservoir pressure field in different periods and different numbers of well is analyzed. The result shows that the number of injection wells has a significant impact on the reservoir pressure field changes. The greater the number of injection wells is, the greater the pressure field changes. However, after the cessation of CO 2 injection, the number of injection wells has little impact on the reservoir pressure recovery time. Under the geological conditions of the site and the constant injection pressure, although the CO 2 injection has a significant influence on the pressure field in the deep reservoir, the impact on the shallow groundwater source area is minimal and can be neglected and the existing shallow groundwater sources are safe in the given project scenarios


Introduction
Global warming presents a serious threat to the living environment of humans. Reducing the emissions of carbon dioxide (CO 2 ) is a common challenge for countries worldwide [1]. The geological storage of CO 2 has attracted the attention of governments and scientists around the world as a direct and effective emission reduction method recognized by the international community [2][3][4][5]. Once the CO 2 has been transported, it is stored in porous geological formations that are typically located several kilometers below the Earth's surface, and under the pressure and temperature conditions of such reservoirs, CO 2 exists in a dense phase. Suitable storage sites include former gas and oil fields, deep saline formations, or nearly depleted oil fields where the injected carbon dioxide may increase the amount of oil recovered. The storage mechanism includes structural storage, residual storage, dissolution storage, and mineral storage. The geological storage of CO 2 is a complex process and is therefore affected by many factors, such as the reservoir conditions, rock heterogeneity, faults, minerals, relative permeability hysteresis, and dip angle of the reservoir [6][7][8][9]. Because deep saline aquifers can be found in widespread areas, these aquifers are considered to have enormous potential for CO 2 storage [1]. Therefore, deep saline aquifers have received much attention as places to store CO 2 .
For the large-scale injection of CO 2 , the increase in pressure is a major factor affecting the storage capacity and storage safety [10][11][12]. Two important potential risks associated with the pressure increase have attracted the attention of many scholars. The first risk involves geomechanical effects, such as caprock fracturing, fault resurrection, and induced earthquakes. The second risk involves environmental impacts, such as the impacts on shallow aquifers and existing underground development activities resulting from the pressure-induced leakage of CO 2 and salt water [13][14][15].
Nicot [16] studied large CO 2 injections into aquifers along the coast of the Gulf of Mexico. They found that an amount equivalent to 50 million tons of CO 2 per year for 50 years resulted in an average water table rise of 1 m. In a study on CO 2 injection in the Illinois Basin, Birkholzer and Zhou [17] demonstrated that multiple-site storage in the Mount Simon Sandstone would result in a large continuous overpressurized region. With respect to far-field impacts, pressure changes may propagate as far as 200km from the core injection area hosting the 20 storage sites. Zhao et al. [18] simulated the use of 20 wells in the Songliao Basin to continuously inject CO2 at different rates. After 50 years, the formation pressure increased by 8.62 MPa. Yamamoto et al. [19] simulated the impact of industrial-scale perfusion of CO2 in Tokyo Bay, Japan, on pressure increase and groundwater relocation using 10 injection wells and the injection of 100 million tons per year for 100 years, which caused CO 2 plumes to spread for several kilometers. Birkholzer et al. [17,20] argued that numerical simulations of large industrial-scale carbon capture and storage (CCS) projects show that pressure changes caused by CO 2 injection may spread far within a CO 2 reservoir and may even affect the entire reservoir and basin.
The availability of water resources seriously affects the economic development and ecological environment in the southern part of the Junggar Basin. The implementation of the CCS demonstration project located to the north of Fukang will affect the water quality and hydrodynamic field of the groundwater. In this paper, the influence of CO 2 injection on the reservoir pressure field is systematically explored through numerical simulation by TOUGH2-ECO2N to analyze the impact of the CO 2 injection on the deep reservoir pressure field and the possible influence on the surrounding shallow groundwater sources. The impact of large-scale CO 2 injection on groundwater development and the shallow surrounding water sources was analyzed under conditions of different numbers of injection wells. This study provides a basis for the CO 2 geological storage project and safety of groundwater sources in the Junggar Basin.

Geological Characteristics of the Study Area
The Junggar Basin is located in the northern Xinjiang Uygur Autonomous Region in China. This basin is the second largest inland basin in China, with a total area of approximately 135000km 2 . According to the late Paleozoic tectonic characteristics, the Junggar Basin is divided into six first-order tectonic units, namely, the Wulungu Depression, Luliang Uplift, Western Uplift, Central Depression, Eastern Uplift, and North Tian Shan thrust belt, and 44 secondary tectonic units. The division of tectonic units in the Junggar Basin is shown in Figure  1. The Junggar Basin is an important energy base in China and is rich in coal, oil, natural gas, and other resources. The northern slope of the Tian Shan Mountains in the southern part of the basin is one of the most developed regions in Xinjiang, China. The basin is one of the key areas for the development of western China. 83% of the heavy industry and 62% of the light industry of Xinjiang are concentrated in this region. A large number of coal-fired power plants, steel mills, and coal-based chemical industries are located in Xinjiang and are the major sources of CO 2 emissions [21].
The study area is the CO 2 -enhanced saline water recovery demonstration site in the eastern part of the Junggar Basin, located on the northern side of the Tian Shan Mountains and approximately 30km from Fukang, as shown in Figure 1. The geological structure is located in the northeastern Fukang Depression. The sedimentary strata, similar to those throughout the entire basin, experienced various tectonic events from the late Paleozoic to the Quaternary related to the Hercynian, Indosinian, Yanshanian, and Himalayan orogenies. The geological section of the study area near the injection well is shown in Figure 2, and a stratigraphic column of the target injection well is shown in Figure 3. The target layer in this study is the Cretaceous Donggou Formation (K 2 d).
According to the porosity and permeability test data from the target injection well, the relatively high-porosity and highpermeability Donggou Formation was selected as the target reservoir in this study. Above and below the target reservoir, there are formations with low porosity and permeability values to act as the caprocks. The burial depth range of the target strata is determined based on the data from the target well at the demonstration site, which is shown in Figure 4.
The groundwater sources in the study area are located at the southern edge of the Junggar Basin and the northern foot of the Tian Shan Mountains. With economic development, the demand for water resources is increasing. The development and utilization of groundwater have greatly increased. In the south and west of the study area, there are several large water sources. Water source #1 in the south of the study area is the closest one to the injection well, with a distance of approximately 25 km. The distances between the injection well and sources #2, #3, and #4 to the southwest are all approximately 35 km. The groundwater sources extract water from the Quaternary pore aquifer system and shallow bedrock-confined aquifers [24] ( Figure 5). With the increase in the amount of groundwater development, the groundwater environment is constantly deteriorating. This situation has led to a series of ecological and environmental problems, such as groundwater overexploitation, vegetation degradation, water quality deterioration, and desertification. The exploitation and protection of groundwater are of great significance to the lives and economic development of the local people. With the implementation of the CO 2 geological storage project located to the northeast of the groundwater source area, CO 2 will migrate to the surrounding area from the injection wells. Although the existing groundwater sources are about 30km away from the injection well and the vertical distance between the water source-extracted aquifer and the deep reservoir is about 1600 m, there still is the possibility that the groundwater sources are impacted by the injection project for their location near the Tian Shan piedmont fault zone. According to the early geological survey, the scale of the faults is large. The possible impact of the deep reservoir on the shallow aquifer system is from the large faults which might cut through different strata. When the pressure field of the deep reservoir has a significant change, it might affect the shallow groundwater source safety by the possible connection via the faults. There is a risk of CO 2 entering the groundwater sources and contaminating the groundwater. Once CO 2 enters the water sources, serious consequences may occur, such as the acidification of the groundwater and the release of heavy metal elements into the aquifer. Additionally, the impact of large-scale CO 2 injection on the reservoir pressure field may also lead to changes in the hydrodynamic field of the aquifer associated to the water sources, which could cause groundwater safety problems.
The target reservoir in the Donggou Formation is distributed across the entire study area. The formation is gently undulating and has an inclination of approximately 0° to 3°. The formation is shallower in the northeast and deeper in the southwest. This formation unconformably overlies the Cretaceous Lianmuqin and Shengjinkou Formations. This formation was deposited in a river delta sedimentary environment. The lithology is interbedded sandstone and mudstone. This study selected one of the perforation sections of the Donggou Formation reservoir with a burial depth of 2241.855-2267.48 m. The thickness of this section is 25.625 m. According to the actual measured value in the target injection well, the temperature at the bottom of the reservoir is 63.0°C and the initial pressure is 22.50 MPa. www.videleaf.com

Numerical Simulation Study
In CO 2 geological storage projects, the injection of CO2 into deep saline aquifers causes the pressure in the reservoir to rise [16,18,20,25]. In the numerical simulation study of geological fluid diffusion in complex geological structures, a complex 3D geological model is generally established to more scientifically represent practical problems. However, as the scale of the 3D simulation model increases, the computing time increases significantly. Therefore, in the actual simulation, the scientific and reasonable selection of the model scale is an important issue. In the case of CO 2 injection, the basin boundary is characterized as infinite relative to the CO 2 injection. In the actual construction of numerical models, it is unrealistic to set infinite boundary conditions for numerical models from the viewpoint of computing time and modeling methods. Therefore, considering actual geological conditions, it is very important to determine a reasonable model scale for simulation accuracy and computational efficiency.
When CO 2 is injected into the reservoir, the pressure field will transmit mainly in the reservoir. According to the geological conditions in the study area, there is a fault zone near the existing shallow groundwater sources on the south of the target injection well. In order to explore the influence range of CO 2 injection on the reservoir pressure field in the horizontal direction and analyze the possible pressure increase in the deep reservoir in the distance of the area where the fault zone exists, a radial model with a radius of 100km was set up. The purpose of using 100km as the model radius is to ensure the fault zone is within the simulated area.

Exploration of the Boundary of Models
In this study, based on the geological conditions of the target reservoirs at the demonstration site, the extent and intensity of the influence of CO 2 injection on the reservoir pressure field are explored through a radial flow model. This exploration lays the www.videleaf.com foundation for the model scale and boundary setting in the construction of 3D models.
The simulations were carried out using the TOUGH2-MP/ECO2N code, the parallel version of TOUGH2 with the fluid property module ECO2N, which describes the nonisothermal flow of multiphase and multicomponent fluids in porous or faulted geologic media. ECO2N is a fluid property module for the TOUGH2 simulator (version 2.0) that was designed for applications for geologic sequestration of CO 2 in saline aquifers [26]. This module includes a comprehensive description of the thermodynamics and thermophysical properties of H2O-NaCl-CO2 mixtures and reproduces fluid properties largely within the experimental error for the temperature, pressure, and salinity conditions of interest (10°C ≤ T ≤ 110°C, P ≤ 60 MPa; and salinity up to full halite saturation).

Design of the Radial Model for Exploring Model Boundaries
To explore the range of the influence of CO 2 injection on the reservoir pressure field, a radial model of the deep saline aquifer is established according to the geological conditions of the target reservoir. The radial length of the model is 100 km, which is divided into 84 grids by means of unequal splitting. The vertical thickness of the reservoir is 25.625 m, which is divided into 18 layers according to porosity and permeability conditions. The radial model is shown in Figure 6. www.videleaf.com Because of the very low porosity and low permeability of the formations at the top and bottom of this target reservoir, both the top boundary and bottom boundary of the model are set as impermeable barriers. To explore the influence of CO 2 injection on the reservoir pressure field in the process of CO 2 geological storage, the lateral boundary of the model is also set as a barrier.
The injection well penetrates the entire reservoir. Considering reservoir safety and injection efficiency, the pressure in the injection well is 1.3 times the original pressure in the reservoir. The injection time is set to 10 years according to the plan of the demonstration project. The total simulation time is 100 years based on previous research.

Model Parameters
According to the geological conditions of the site, the formation is generalized into horizontally isotropic sandstone formations. The reservoir was treated as a porous medium. Each grid block is specified with the following parameters: absolute permeability, porosity, rock density, thermal conductivity, and specific heat capacity, as well as the relative permeability and capillary pressure relationships [27]. The reservoir is a saline aquifer, and the concentration of total dissolved solids (TDS) in the groundwater is 43223.05 mg/L based on the analysis results of the actual reservoir groundwater. The initial temperature and the initial pressure of the reservoir are determined based on the actual measured value in the injection well. The rock density, thermal conductivity, and rock grainspecific heat are determined according to the rock test results from the target reservoir ( Figure  7) and empirical parameters. The detailed parameters of the model are summarized in Table 1.
Relative permeability and capillary pressure are important physical parameters in the multiphase fluid seepage process. The definitions and values of the parameters are listed in Table 2. The relative permeability of the liquid phase is calculated using the van Genuchten-Mualem relationship [28]: √ To calculate the relative permeability for gas, the Corey function is used [29]: The capillary pressure is calculated using the van Genuchten function:

Pressure Monitoring Points in the Reservoir
To monitor the influence of CO 2 injection on the reservoir pressure field and provide a basis for setting the 3D model, the pressure monitoring points are placed at positions 0.125 km, 0.55 km, 1 km, 2 km, 5 km, 10 km, 20 km, 30 km, 40 km, 50 km, 60 km, 70 km, 80 km, and 90km from the injection well, as shown in Figure 8. High-porosity and high-permeability formations are conducive to pressure field diffusion and CO 2 diffusion. To fully monitor the influence on the pressure field, the monitoring points are set at locations within the reservoir with high-porosity and highpermeability conditions, that is, at Z = −18m below the reservoir caprock. www.videleaf.com

Evolution of the Pressure Field in the Reservoir
According to the evolution of the pressure field during the CO 2 injection process (Figure 9), the reservoir pressure continuously increases during CO 2 injection. The highpressure zone is rapidly transferred from the injection well to surrounding areas within the reservoir. The range of influence continuously expands. www.videleaf.com The pressure changes at each pressure monitoring point ( Figure  10) show that the closer the monitoring point is to the injection well, the more the pressure increases. At the same time, as the injection process progresses, the pressure at each monitoring point gradually stabilizes. The closer the monitoring point is to the injection well, the shorter the stabilization time is. At the pressure monitoring point 125m from the injection well, after one year of injection, the pressure at this point no longer changes, stabilizing at approximately 24.30 MPa, and the reservoir pressure increase is 1.83 MPa. At the pressure monitoring point 1km from the injection well, the reservoir pressure basically stabilizes after 9 years of injection and the reservoir pressure increase is 1.18 MPa. Compared to the pressure at the 125m monitoring point, the pressure at the 1km monitoring point takes longer to stabilize and the pressure www.videleaf.com increase is significantly less at the 1km monitoring point than that at the 125m monitoring point.
Comparing the pressure at the end of injection in the 10th year at different monitoring points with the initial pressure before the injection, the increases in pressure at different monitoring points can be obtained, as shown in Figure 11. According to the pressure changes, as the distance between the monitoring point and the injection well increases, the pressure change rapidly decreases. Moreover, as the distance from the injection well increases, the pressure change rapidly decreases. At a distance of 0.125km from the injection well, the pressure increase is as high as 1.83 MPa, while at a distance of 30km from the injection well, the pressure increase is only 0.1 MPa. In formations more than 50km from the injection well, there is virtually no change in formation pressure.
According to the change in the reservoir pressure field after the cessation of CO 2 injection (Figure 12), the accumulated pressure gradually dissipates after the CO 2 injection stops. After a certain period of time, the reservoir pressure gradually returns to the initial pressure.
After the CO 2 injection stops, the pressure at each pressure monitoring point changes, as shown in Figure 13. As seen in the figure, for 10 years after the cessation of CO 2 injection, the reservoir pressure decreases. After 30 years following the cessation of CO 2 injection, the formation pressure gradually returns to the initial formation pressure of approximately 22.50 MPa. www.videleaf.com

Diffusion and Distribution of CO 2 in the Reservoir
The CO 2 diffusion and distribution patterns during the injection process ( Figure 14) reveal that after CO 2 is injected into the reservoir, lateral and vertical diffusion occurs under the combined action of gravity and buoyancy. When the injection stops, the maximum lateral diffusion distance of CO 2 is 1099 m.
The CO 2 distribution after the cessation of CO 2 injection is shown in Figure 15. CO 2 continues to undergo lateral and vertical diffusion under the combined effects of gravity and buoyancy. However, the pressure in the reservoir rapidly decreases. The pressure field in the reservoir gradually returns to its original state. The pressure difference at different positions driving CO 2 diffusion is also rapidly reduced. Therefore, the CO 2 diffusion rate declines significantly. After the injection stops, the CO 2 distribution does not change significantly. After 90 years following the cessation of the injection, the maximum CO 2 diffusion distance is 1329 m. www.videleaf.com

Design of Models
Because the radial flow model simulation cannot simulate the evolution of the pressure field under the conditions of multiple injection wells, a 3D model for CO 2 injection into the Donggou Formation reservoir is constructed. The simulations were also carried out using the TOUGH2-MP/ECO2N code. www.videleaf.com Although the influence distance of the injection reaches 50km in the radial model, the pressure change is small. Even at a distance of 30km from the injection well, the pressure change is only 0.1 MPa. Moreover, considering the distance between the injection well and the water source, the distance from the injection well to the model boundary is set to 30km in the 3D model. The numerical model is set to 30km in the X direction, 64km in the Y direction, and 25.625m in vertical thickness.
In the 1-well injection model (Figure 16 The porosity, permeability, temperature, and pressure of each reservoir in the model are the actual measured values from the target injection well and are the same as those used in the radial model. The values of the rock density, thermal conductivity, specific heat capacity, relative permeability, and capillary pressure in the model are also the same as those used in the radial model.
Each injection well penetrates the entire reservoir. The constant injection pressure mode is used, and the pressure in the injection well is 1.3 times the original pressure in the reservoir. The injection time is 10 years, and the total simulation time is 100 years. www.videleaf.com

Pressure Monitoring Points in the Reservoir
To monitor the influence of CO 2 injection on the reservoir pressure field, the pressure monitoring points are set at positions 0.6 km, 1.25 km, 3 km, 5.5 km, 11 km, 20 km, and 25km from the injection well, as shown in Figure 19 in the 1-well model. High-porosity and high-permeability formations are conducive to pressure field diffusion and CO 2 diffusion. To fully monitor the influence on the pressure field, the monitoring points are set at locations within the reservoir with the highest porosity and permeability conditions, that is, at Z = −18m below the reservoir caprock.
In the 1-well model, the pressure monitoring points are shown in Figure 19. In the 2-well model, the pressure monitoring points are divided into two rows, which extend away from vertical well 1 and from a point between the two wells. The monitoring points constitute two pressure monitoring lines, which are shown in Figure 20. In the 3-well model, the pressure monitoring points are also divided into two rows, which extend away from vertical wells 1 and 2 and form two pressure monitoring lines. The locations are shown in Figure 21.

Evolution of the Pressure Field during CO 2 Injection
The pressure changes in the reservoir are caused by the CO2 injection. The injection rate of every model and the total injection amount for each injection model are shown in Figures www.videleaf.com 22 and 23. The total CO 2 injection rates were stable at 5.8, 9.6, and 12.4 kg/s to the single well, double wells, and three wells, respectively. During the 10-year injection period, the total injection amounts were 1.81, 3.05, and 3.98 million tons, respectively.
According to the simulation results, the pressure changes at the pressure monitoring points in the models with 1, 2, and 3 wells are shown in Figures 24-26. As with the radial model, there is a positive correlation between the pressure increment and the distance from the monitoring points to the injection well. At the same time, as the injection process progresses, the pressure at each monitoring point gradually stabilizes. At monitoring points that are closer to the injection well, the pressure basically stabilizes over a shorter time.
To analyze the influence of CO 2 injection on the reservoir pressure field under the conditions of different numbers of injection wells, the effects of the number of injection wells on the pressure change are compared. In the 2-well and 3-well models, the degree of pressure change along the pressure monitoring line exhibits relatively large changes. The pressure changes at different distances from the injection well(s) for different numbers of injection wells are shown in Figure 27. The void space is constant for a fixed-volume reservoir. During the injection process, more injection wells can fill the pore space near the injection well at a faster rate and cause the pressure to increase faster than the circumstance with the lesser number of injection wells. And this makes the fluid move outward faster in the reservoir. Thus, more injection wells in operation simultaneously can produce more pressure buildup at the same time and the same location in the reservoir than a single-well injection.
Taking the change in the pressure field for the 1-well model as an example, the distribution of pressure changes at the pressure monitoring points demonstrates that the closer the monitoring point is to the injection well, the greater the pressure increase is. As the distance between the pressure monitoring point and the injection well increases, the pressure change rapidly decreases.
At a distance of 0.6km from the injection well, the pressure increase is as high as 1.1 MPa. However, at 25km from the injection well, the pressure increase is only 0.03 MPa.
A comparison of the reservoir pressure changes for models with different numbers of injection wells shows that the number of injection wells has a significant effect on reservoir pressure changes. At a distance of 0.6km from the injection well, the pressure increase in the 1-well model is 1.10 MPa. The pressure increments of the monitoring points at the same distance in the 2-well model and the 3-well model are 1.58MPa and 2.11 MPa, which are 1.43 and 1.92 times the pressure increment in the 1well model, respectively. At monitoring points at different distances from the injection well, the magnitude of the pressure change under Mitsui conditions can be two to three times more than that of the 1-well model. The more the injection wells, the more significant the impact on the reservoir pressure field is and the greater the pressure change is.
In the study of Zhao et al. [25], the authors injected CO 2 at a fixed rate method. Therefore, the reservoir pressure changes in this study are smaller than those of Zhao et al. The maximum pressure buildup in the formation ranges from 8.6MPa to 9.3MPa. However, the influence of CO 2 injection on the pressure field is not much different. Due to the longer simulation time studied by Zhao et al., the CO 2 diffusion distance in the reservoir is significantly larger than that in this study. The maximum-extent distance of the CO 2 plume from different injection wells is more than 4 km, which is mainly determined by the permeability and structure of the formation. www.videleaf.com

Evolution of the Pressure Field after Stopping CO 2 Injection
In the 1-well injection model, the changes in pressure at each pressure monitoring point after CO 2 injection cessation are shown in Figure 28. The pressure accumulated in the reservoir gradually dissipates after CO 2 injection cessation.After a certain period of time, the reservoir pressure field slowly returns to the initial pressure field state.
According to the pressure changes under the conditions of the 1well model (Figure 28), 2-well model (Figure 29), and 3-well model (Figure 30), the reservoir pressure decreases rapidly after CO 2 injection ceases. By 10-15 years after the cessation of the injection process, the reservoir pressures in the different injection well models are restored to the initial reservoir pressure.
When the pressure change of the reservoir is less than 0.05MPa (2‰ of the initial reservoir pressure), it is considered to return to the initial pressure state. Under such conditions, the time required for the pressure at monitoring points at different distances from the injection well to return to the initial pressure is shown in Table 3.
During the period after the injection ceases, regardless of the number of wells, the nearer area to the injection well, the longer time the needed to recover to the initial reservoir pressure and the shorter the recovery time needed for the far area. For example, to the single-well mode, the pressure recovery time at 0.6km is 8.1 years and the pressure recovery time at 20km is 5.4 years. This is mainly because there is more pressure accumulation in the near area to the injection well, and the pressure dissipation process is longer than that in the far area where the pressure accumulation is small.
At the same distance from the injection well, the time of pressure recovery is positively correlated with the number of injection wells. However, the difference in recovery time is not particularly obvious. For example, at a distance of 1.25km from the injection well, reservoir pressure recovery time is 8.1 years (one injection well), 9.2 years (two injection wells), and 10.4 years (three injection wells), with a maximum difference of 2.3 years (Table 3).
After the 10 years of injection was ceased, the reservoir pressure basically returned to its initial pressure state. The CO 2 loses its drive force in the reservoir, and the storage mechanism gradually shifts to other mechanisms such as dissolved storage and mineral storage.

The Impact of CO 2 Injection on the Safety of Groundwater
In the radial model, after CO 2 is injected into the reservoir, gravity and buoyancy forces cause lateral and vertical CO 2 diffusion. However, under the injection pressure equivalent to 1.3 times the reservoir pressure, the maximum lateral diffusion distance of CO 2 is 1329m after a simulation time of 100 years.
Due to the small CO 2 diffusion distance, CO 2 cannot migrate to the groundwater source area near the study area, which is 25-40km from the injection well. Therefore, CO 2 diffusion in the target reservoir will not affect the water quality of the water source.
The large-scale injection of CO 2 , especially via multiple injection wells, has a larger effect on the pressure field in the reservoir than on the CO 2 diffusion distance. However, the effect of CO 2 injection on the pressure field is most evident in the regions close to the injection well. As the distance from the injection well increases, the pressure change in the reservoir decreases rapidly. In the 1-well injection conditions of the radial model, the pressure increase in the reservoir is only 0.1MPa at 30km from the injection well. In the 3D model with different numbers of injection wells, under 1-well, 2-well, and 3-well conditions, the pressure increases at a distance of 25 km from the injection well are only 0.03MPa, 0.07MPa, and 0.11MPa, respectively. Under the 3-well conditions, when the injection time is 10 years, the injection has the greatest influence on the reservoir pressure field. The influence distance on the pressure field and the pressure increase in the reservoir at this time are shown in Figure 31.
The groundwater sources in the study area are 25-40km from the target injection well, and CO 2 injection has a very low impact on the pressure field in the reservoir of the water source area. In addition, the exploitation of groundwater sources occurs mainly in the Quaternary unconfined aquifer and shallow confined aquifer and there are multiple sets of reservoir-caprock combinations between the CO 2 injection level and the exploited water resources. The mining horizon of the water source is www.videleaf.com approximately 1600m apart from the CO 2 reservoir. Therefore, it would be difficult for the pressure propagation after CO 2 injection to affect the groundwater dynamic field in the shallow confined aquifers and aquifers. The threat to the water supply safety and water quality safety of water sources can be ignored.

Conclusions and Suggestions
This paper studied the demonstration site for CO 2 -enhanced water recovery technology in the Junggar Basin and selected the Cretaceous Donggou Formation as the target reservoir. The CO 2 diffusion and reservoir pressure field changes caused by CO 2 injection via different numbers of injection wells were analyzed by numerical simulation. The following conclusions were obtained: The influence distance of CO2 injection on the target reservoir pressure field in the 1-well model was explored through a radial model. Under an injection pressure of 1.3 times the reservoir pressure, the pressure change at a distance of 30km from the injection well was 0.1MPa within the 10-year injection period and the reservoir pressure at 50km was not changed. This result provided a scientific basis for the 3D model scaling and the setting of boundary conditions  The 3D model was used to explore the pressure field evolution of the reservoir. The results showed that during the injection period, the pressure field continuously expanded. The closer the distance to the injection well, the higher the variability of pressure was. As the distance increased, the pressure change decreased rapidly. After the injection ceased, the reservoir pressure completely recovered to the initial reservoir pressure after 15 years.
 At the same injection pressure, the number of injection wells had a significant effect on the evolution of reservoir pressure. As the number of injection wells increased, the pressure increase at the monitoring points at the same distance from the injection well increased significantly. At monitoring points at different distances from the injection well, the amount of pressure change under Mitsui conditions was two to three times more than that of a 1-well situation. When the injection of CO 2 ceased, the reservoir pressure returned to its initial pressure level after 10-15 years. The recovery time was not significantly related to the number of injection wells.
 According to the results of the numerical simulation, due to the small CO 2 diffusion distance, the largescale injection of CO 2 will not affect the groundwater quality in the water source area. The extent of the pressure field change caused by CO 2 injection is much greater than the extent of CO 2 diffusion. However, the reservoir pressure field near the water source changes very little. The impact of CO 2 injection on the shallow groundwater dynamics on the southern side of the Tian Shan Mountains can therefore be ignored. The scaled injection of CO 2 in the study area will not have a significant impact on the development and utilization of groundwater from nearby water sources.