# Numerical Simulation on Heat Transfer Characteristics of Water Flowing through the Fracture of High-Temperature Rock

Authors: Xiaohu Zhang; Zhaolun Wang; Yanhua Sun; Chun Zhu; Feng Xiong; Qiongqiong Tang
Journal: Geofluids
 (2020)

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## Abstract

Deep geothermal resources are becoming an increasingly important energy source worldwide. To achieve the optimal efficiency of this resource, the heat transfer characteristics between flowing water and rock need to be further studied. Using the stereotopometric scanning system 3D CaMega, the fracture geometry data of five cuboid granite rocks were obtained to determine the effects of fracture roughness on the heat transferability of rock. A 3-D model was built based upon the scanned geometry data to assess the effects of rock temperature, water velocity, and roughness, and aperture size of fracture surface on the heat transfer coefficient. The simulation tests show that water velocity has the most noticeable effect, followed by aperture size and rock roughness. On the other hand, the initial rock temperature has the least influence. A new heat transfer coefficient was proposed considering aperture size, water flow velocity, and rock fracture roughness. The calculated values of Reynolds, Prandtl, and Nusselt numbers obtained using this coefficient are in good agreement with the numerical simulation results. This study provides a reference for enhancing the heat transfer coefficient to benefit the exploitation of heat energy of hot dry rock.


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## Body

## 1. Introduction

Clean energy can help solve the problems of air pollution and energy shortages as fossil fuels become exhausted in the coming generations. The deep geothermal energy of hot dry rock (HDR) has been utilized worldwide, including in China [1–3]. China is rich in coal resources and has a well-developed mining system [4–7]. At the same, China is also a vast country with abundant geothermal resources, mostly of the low-medium temperature type. China’s geothermal resources potential is about 8% of the total global geothermal potential (Zhao et al. 2014). Thus, it is necessary to further develop this sustainable energy technology to meet the growing energy demand.Fluid circulation and heat transmission are essential in conventional or enhanced geothermal systems (Figure1). Hot water and steam can be extracted from fluids flowing through the fractures found in natural hydrothermal systems. However, dry reservoirs with low permeability require an enhanced geothermal system in which man-made fractures provide a heat exchange surface and pathways for fluids to flow. The existence of fractures is important for affecting the rock mass properties [8–10]. For both natural and man-made fractures, the characteristics of fluid flowing through fractures in the subsurface vary based upon water velocity, surface roughness, temperature, and porosity/permeability characteristics. Further research is needed to accurately model the geothermal system in these reservoirs to properly develop geothermal energy.Figure 1
Diagram of a geothermal system.To explicitly represent the heat transfer of fluid through a fractured surface, a heat transfer coefficient (HTC) was proposed to predict hot water production from an enhanced geothermal reservoir. There has been much in-depth research on this parameter (Zhao et al. 2014; Ganguly et al. 2014; [11–14]; Teke et al. 2018; [15]). For example, Mohais et al. [16] proposed a simplified interpretation and mathematical analysis of flow and heat transfer through a single horizontal fracture in an enhanced geothermal system. Bai et al. [17] proposed an analytical method to develop a more effective equation for the HTC based on the temperature distribution in the fracture wall along the direction of the sample radius. Finally, Abbasi et al. [18] proposed an analytical method to describe the transient temperature distribution in a single fracture model to help investigate water injection into a fractured geothermal reservoir.Understanding the heat transfer process between fluids and rocks is critical for efficiently exploiting geothermal systems. Many laboratory experiments have been conducted to determine the heat transfer properties of various rock types [19–21]. Huang et al. [22] performed convective heat transfer experiments to study the behavior of water flowing in a simulated rock specimen. Based on two rock specimens with different roughness coefficients, the influence of rock roughness on the seepage characteristics was determined. The secondary damage characteristics of HDR reservoirs were studied through experiments. Guo et al. [23] obtained the damage formulas of granite rock properties based on experimental results.Although various parameters for specific rock types have been determined, the effects of the flow path and changes in rock temperature on the evolution of fluid temperature have not yet been studied in-depth. Luo et al. [24] used two groups of granite samples with a single fracture obtained from the Gonghe Basin, China, to determine the influence of the flow path. The results showed that the larger the fracture area ratio, the higher the hydraulic conductivity of the rock. Ma et al. [25] created rock samples with different rough surfaces by 3D printing to study heat transfer of water flowing through rough fractures. They found that the tortuosity of a fracture surface influences local fluctuations in temperature. In another study, distilled water was passed through artificial smooth and rough fractures of rock samples to study the impact of fracture surface roughness on the heat transfer intensity [26]. The results showed that the roughness of the rock fracture surface improves the overall heat transfer intensity to a certain extent. While surface roughness has been studied, the effect of variations in aperture size on heat transfer in geothermal systems has not been extensively studied.The evaluation of the potential of geothermal energy and accurate prediction of hot water production remains a challenge because of its complexity. As the increasing confining pressure caused by geothermal energy production affects the fracture geometry to some extent, the influence of the aperture size of the fracture on the heat transfer characteristics needs to be studied. While it is known that aperture size affects temperature and production, the increase in aperture size is on the micron level under typical conditions. Therefore, it is difficult to measure the fluid temperature and inner surface temperature at various points along the flow direction in the laboratory or in-situ experiments.Numerical simulation can easily determine the heat transfer process between water and hot dry rock under the typical complex environment of geothermal reservoirs [27–29]. Kolditz et al. (1998) used a fully 3-D finite-element model to study the heat transfer during forced water circulation through fractured crystalline rock. The applicability of this model was proven by a 900-day test at an HDR site in the United Kingdom. Bai et al. [30] built a numerical model to simulate the local heat transfer coefficient (LHTC) of fluid flowing through a single fracture under confining pressure, and the numerical results were verified by test data. To study the coupled thermal-mechanical-hydraulic process in fractured porous media, Lee et al. [31] proposed the TOUGH-UDEC numerical software to simulate heat transfer and multiphase fluid flow in fractured porous media. To study the effects of heat transfer between fluid and rock on economic hot water production from geothermal systems, Shaik et al. [32] proposed a numerical approach to simulate the heat transfer process by coupling fluid flow with heat transfer. Most of the previous studies on the heat transfer process are mainly based on 2-D analysis, and influencing factors such as rock temperature, roughness, and aperture size of the fracture surface, and water velocity are not comprehensively considered.Herein, a 3-D numerical model was adopted to quantitatively investigate the characteristics of the heat transfer process between flowing water and rough granite fracture wall. Rock properties, including rock temperature, roughness, and aperture size of the fracture surface, and water velocity, were included in the model to create a comprehensive heat convection process of water in rock fractures.


## 2. Heat Transfer Coefficient

The heat transfer coefficient is an important parameter that describes the heat transfer characteristics of working fluid flowing through a fractured rock. The average heat transfer coefficienth can be obtained based on energy conservation because the heat absorbed by water in the entire fracture pathway equals the heat transfer by convection between the water and the inner surface of the fracture [30]. It can be expressed as follows:
(1)h=cp,wρwvsT2−T12LTi−T1+T2/2,where cp,w is the specific heat capacity of water at constant pressure, ρw is the density of water, v is the steady flow velocity of water, s is the aperture width, T2 and T1 are the water temperatures at outlet and inlet ends, respectively, Ti is the inner wall temperature of the rock fracture, and L is the length of the rock sample.Equation (1) requires information on the temperature distribution on the inner wall of the fracture. Here, the formula of the inner wall temperature Ti presented by Carslaw and Jaeger (1973) is adopted:
(2)Ti=Tc−πcp,wρwvdsT2−T142.32KrL,where Kr is the rock thermal conductivity, and d is the equivalent radius of fracture.Substituting Eq. (2) into Eq. (1), the following equation is obtained:
(3)h=cp,wρwvsT2−T12LTc−πcp,wρwvdsT2−T1/42.32KrL−T1+T2/2.Compared with previous calculation formulas ([33]; Zhao et al. 1992), this proposed equation does not consider a simplification of specimen section shape. Nevertheless, it can obtain the temperature on the fracture wall by solving the two-dimensional heat conduction equation on a semidisk region.The Reynolds numberRe is calculated as follows:
(4)Re=2qdυ,where υ is the fluid viscosity, and q is the flow rate.The Prandtl numberPr is calculated as follows:
(5)Pr=υa,where a is the thermal diffusivity. a=λ/ρc. λ is the fluid thermal conductivity coefficient; ρ is water density, and c is fluid specific heat.The Nusselt numberNu is calculated as follows:
(6)Nu=hlλ,where l is the characteristic length.However, the characteristics of rough-walled fracture are not included in most of the established relationships ofNu, Re, and Pr.


## 3. Numerical Modeling and Simulation

It is difficult to directly obtain the temperature inside the fracture surface using microscale sensors. Moreover, the installment of such sensors would affect the natural flow of water through the fracture. Numerical simulation is an effective method to explore the heat transfer process at the microscale. According to the previous research of Bai et al. [30], numerical modeling is an alternative method to obtain the necessary heat transfer characteristics values. Many scholars have studied heat transfer processes primarily based on 2-D analysis, whereas the influencing factors such as rock temperature, roughness, and aperture size of fracture surface along with water velocity have not been comprehensively considered. Based on the previous detailed research [30], COMSOL software was used in this work to study the heat transfer process between the water and fracture surface.In COMSOL, the single-phase water flow in the fracture follows the Navier-Stokes equations ([34–38]), which can be written:
(7)∇u=0,ρw∂u∂t+ρwu∇u=−∇p+∇μ∇u+∇uT−23μ∇uI,ρwcp,w∂Tw∂t+u∇Tw=−∇qw,where ρw is the density, u is the velocity vector, p is the pressure, cp,w is the specific heat capacity, Tw is the absolute temperature, and qw is the heat flux vector in water. The heat conduction equation in the rock can be given by:
(8)ρscp,s∂Ts∂t=−∇qs,where qs is the heat flux in rock specimen. The boundary condition of the outlet is the standard atmospheric pressure corresponding to the experiment.The fracture geometries of five cuboid granite rocks (Figure2) were obtained through the stereotopometric scanning system 3D CaMega with high measurement speed and precision [34]. The resolution of a sampling point obtained by the scanning system was ±25 μm, which is defined as the error of 3D space along the x, y, and z directions. Roughness measurements were performed on the 64mm×64mm lower and upper halves of the five fracture replicas. 3D discretization of the fracture surface is shown in Figure 3.Figure 2
Scanned rock samples, each with different roughness values.Figure 3
3D discretization of the fracture surfaces in the five samples.
(a)
top surface of the fracture in F1(b)
top surface of the fracture in F2(c)
top surface of the fracture in F3(d)
top surface of the fracture in F4(e)
top surface of the fracture in F5The fracture geometries were then imported into Comsol software. The initial inlet temperature of water was set at 293.15 K. The fractal dimension of the fracture surface (D) for each sample, rock temperature, water velocity, and aperture size of the fracture surface (s) for each simulation are listed in Table 1. The fractal dimension was calculated according to the variogram function of 2D profiles. More detailed information can be seen in Xiong et al. [34].Table 1
Fracture parameters influencing the heat transfer coefficient.
Fractal dimensionDRock temperaturet (K)Velocity of waterv (m/s)Aperture width of fracture surfaces (mm)1.2 (I rock)323.150.00250.31.4 (II rock)343.150.00500.51.6 (III rock)363.150.00750.71.8 (IV rock)///2.0 (V rock)///The heat transfer process between water and fracture surface was calculated based on the finite element method through precision meshing on these models after setting each simulation parameter of the model in COMSOL. The calculation results of water pressure and rock temperature are plotted in Figure4, and the calculation results of different heat transfer processes are shown in Table 2.Figure 4
Calculation results of water pressure and rock temperature (Temperature: K).
(a)(b)Table 2
Calculation results of different heat transfer processes.
RoughnessAperture (m)Water velocity (m/s)Rock temperature (K)Ti (K)Outlet temperature (K)Heat transfer coefficient1.25e-40.0025323.15319.5125323.043107.4001343.15337.0955342.985107.4214363.15354.6715362.915107.4160.005323.15316.0465322.241285.7587343.15331.3185341.65285.8437363.15346.5825361.041285.78970.0075323.15313.0875320.591543.1123343.15326.3865338.903543.4135363.15339.6895357.223543.61057e-40.0025323.15318.027322.831169.814343.15334.6085342.612169.7923363.15351.202362.415169.82970.005323.15313.5595320.84484.4274343.15327.1735339.318484.6754363.15340.7835357.798484.9550.0075323.15310.255318.017916.9923343.15321.666334.614917.6287363.15333.0795351.218918.09659e-40.0025323.15316.542322.367245.5782343.15332.144341.86245.6567363.15347.7375361.334245.60990.005323.15311.4425318.989710.0856343.15323.64336.229710.6735363.15335.8445353.481711.01040.0075323.15308.11315.3761279.624343.15318.09330.2121280.801363.15328.063345.0211279.7121.45e-40.0025323.15319.5595323.043106.9598343.15337.1745342.984106.9772363.15354.782362.913106.97230.005323.15316.1265322.261283.5782343.15331.4415341.662283.531363.15346.7535361.057283.48580.0075323.15313.181320.618536.74343.15326.543338.949537.0395363.15339.9085357.288537.25327e-40.0025323.15317.987322.827170.4365343.15334.5415342.605170.4152363.15351.1095362.406170.44810.005323.15313.5105320.834487.7402343.15327.0915339.29487.4112363.15340.676357.764487.58220.0075323.15310.212318.001923.32343.15321.594334.586923.8931363.15332.979351.18924.41049e-40.0025323.15316.5125322.363246.3158343.15332.094341.853246.4041363.15347.6675361.325246.36480.005323.15311.4085318.979713.6627343.15323.5885336.216714.0491363.15335.773353.463714.36180.0075323.15308.0825315.3711287.704343.15318.0445330.2021288.598363.15327.999345.0081287.6391.65e-40.0025323.15319.734323.049105.4043343.15337.454342.977105.3962363.15355.0385362.755105.4010.005323.15316.1165322.141280.7423343.15331.4165341.452280.7037363.15346.5535360.559280.70690.0075323.15312.981320.29533.38343.15326.343338.579533.4634363.15339.7085356.888533.90267e-40.0025323.15317.787322.457168.5644343.15334.3415342.195168.9517363.15350.9095361.93169.00130.005323.15313.3105320.524485.6311343.15326.8915338.97485.8183363.15340.476357.425485.99810.0075323.15310.062317.771921.7325343.15321.394334.266921.5292363.15332.779350.838921.43349e-40.0025323.15316.3125322.04244.6681343.15331.894341.483244.7837363.15347.4675360.93244.96730.005323.15311.2085318.669711.0851343.15323.3885335.886711.3734363.15335.573353.11711.5220.0075323.15307.8825315.0621285.096343.15317.8445329.881285.271363.15327.999344.991285.8941.85e-40.0025323.15319.334322.009100.6993343.15337.054341.55100.7489363.15354.6385360.855100.48350.005323.15315.7165321.49276.8732343.15331.5165341.32276.6828363.15346.1535359.659276.25790.0075323.15312.981320.29533.38343.15326.343338.579533.4634363.15339.7085356.888533.90267e-40.0025323.15317.387321.7164.5648343.15333.9415341.24164.8952363.15350.5095360.79164.99990.005323.15312.9105319.9481.101343.15326.4915338.3481.6045363.15340.076356.7481.70550.0075323.15309.162316.442919.013343.15320.994333.66919.552363.15332.379350.23919.91049e-40.0025323.15317.9125323.82240.1812343.15331.494340.65240.293363.15347.0675360.01240.93460.005323.15310.8085318.078708.5908343.15322.9885335.275708.7534363.15335.173352.48708.88860.0075323.15307.4795314.1671218.251343.15317.4195328.751218.772363.15327.5555343.621218.9432.05e-40.0025323.15318.734320.5394.41801343.15336.654339.7594.60147363.15354.2385358.65594.816790.005323.15315.3165320.82272.4365343.15331.1165340.57272.8525363.15345.7535358.859272.93490.0075323.15312.581319.68529.4248343.15325.843337.79529.5298363.15339.3085356.18529.63057e-40.0025323.15316.787320.7160.4109343.15333.3415340.01160.5339363.15349.9095359.4160.95960.005323.15312.3105318.99475.5328343.15325.8915337.31475.6835363.15334.576349.03475.86150.0075323.15308.562315.53913.1465343.15320.394332.715913.4476363.15331.279348.53913.88749e-40.0025323.15317.3125322.8234.4315343.15330.894339.48234.6153363.15346.4675358.61234.74390.005323.15309.6085316.322702.2043343.15322.3885334.32702.4912363.15334.573351.48702.6260.0075323.15306.8795313.261212.152343.15316.8195327.821212.229363.15326.9555342.671212.526


## 4. Simulation Results Analysis

### 4.1. Effects of Fracture Aperture Size on the Heat Transfer Characteristics

The distribution of the temperature field is an important indicator of the efficiency of the heat transfer process. The temperature field of water flowing within granite with different aperture sizes (0.5 mm, 0.7 mm, and 0.9 mm) was taken as an example, and the effects of fracture aperture size on heat transfer were studied. The flow velocity of water and rock temperature were set as 0.005 m/s and 343.15 K, and the 1.4 roughness fracture surface (F2 sample) was chosen as the flow surface. The calculation results are shown in Figure 5. Similar temperature trends are observed for the results of the other samples with water flowing through the fracture.Figure 5
Temperature field of water flowing through F2 granite sample with various aperture sizes (Temperature: K).
(a)
v=0.005, t=343.15, s=0.5mm, D=1.4(b)
v=0.005, t=343.15, s=0.7mm, D=1.4(c)
v=0.005, t=343.15, s=0.9mm, D=1.4Overall, the aperture size has a significant influence on the heat transfer process (Table2). As the fracture aperture size increases, the heat transfer coefficient [39–47] increases. When water flows along the fracture surface of a rock, it absorbs the surrounding heat energy of the rock. The temperature of the water gradually increases during the flow process, and the temperature of the surrounding rock decreases slowly along the flow direction. The most significant decrease in temperature occurs at the water inlet. As seen from Figure 5, with the increase in aperture size, the water heating rate decreases and the lower temperature area at the inlet further expands. This is mainly because the increase in aperture size leads to a rise in water flow to maintain a constant flow rate. The total volume of water flowing inside the fracture surface to absorb heat energy increases. Thus, the heat energy stored in the surrounding rock decreases. Overall, the heat transfer coefficient increases.


### 4.2. Effects of Flow Velocity on the Heat Transfer Characteristics

Using the same rock and aperture size conditions as above, the temperature field of water flowing through granite at different velocities (0.005 m/s, 0.01 m/s, and 0.015 m/s) was taken as an example, and the effects of flow velocity on the heat transfer characteristics were studied. The fracture aperture size and rock temperature were set to 0.5 mm and 343.15 K, and the 1.4 roughness fracture surface (F2) was chosen as the flow surface. The calculation results are shown in Figure 6. The results of the other surfaces with varying water velocities exhibit similar trends.Figure 6
Temperature field of water flowing through granite sample F2 with various velocities (Temperature: K).
(a)
v=0.005, t=343.15, s=0.5mm, D=1.4(b)
v=0.010, t=343.15, s=0.5mm, D=1.4(c)
v=0.015, t=343.15, s=0.5mm, D=1.4The water velocity has a more significant influence on the heat transfer process than the fracture aperture size (Table2). With the increase in flow velocity, the heat transfer coefficient markedly increases, although the inner wall temperature and outlet temperature of rock fracture also decrease to some extent. Increase in flow velocity results in an increase in the total volume of water flowing inside the rock to absorb the heat energy. Thus, the heat energy stored in the rock transfers to the water (Figure 6). Finally, the water reaches equilibrium with the rock closer to the outlet with increasing velocity.


### 4.3. Effects of Rock Temperature on the Heat Transfer Characteristics

At constant water velocity and aperture size of the fracture surface, the effects of rock temperature on the heat transfer characteristics were studied, taking the example of the temperature field of water flowing through granite at different temperatures (323.15 K, 343.15 K, and 363.15 K). The fracture aperture size and flow velocity of water were set as 0.5 mm and 0.005 m/s, and the 1.4 roughness fracture surface (F2) was chosen as the flow surface. The calculation results are shown in Figure 7. The other samples have similar trends for temperature.Figure 7
Temperature field of water flowing through a fracture in granite with various starting temperatures (Temperature: K).
(a)
v=0.005, t=323.15, s=0.5mm, D=1.4(b)
v=0.005, t=343.15, s=0.5mm, D=1.4(c)
v=0.005, t=363.15, s=0.5mm, D=1.4Initial rock temperature has a limited influence on the heat transfer process (Table2). With the increase in surrounding rock temperature, the water temperature at outlet increases, but the heat transfer coefficient remains essentially constant with only a small increase. The increase in the initial temperature of the rock results in a relatively constant rock temperature (Figure 7). The position where water has a similar temperature as the rock has no obvious deviation and is still near the inlet. Thus, the heat transfer characteristics between flowing water and the rock fracture are not significantly affected by the initial rock temperature.


### 4.4. Effects of Fracture Roughness on the Heat Transfer Characteristics

Using constant water velocity, the aperture size of the fracture surface, and initial rock temperature, the effects of fracture roughness on the heat transfer characteristics were studied, taking the temperature field of water flowing through granite rock with different roughness values of fracture surface (1.2, 1.4, 1.6, 1.8, and 2.0 roughness fracture surface) as an example. The rock temperature, fracture aperture size, and flow velocity of water were set to 343.15 K, 0.5 mm, and 0.005 m/s, respectively. The calculation results are shown in Figure8. The other water velocities, aperture sizes, and initial rock temperatures have similar trends.Figure 8
Temperature field of water flowing through granite with various roughness values of fracture surface (Temperature: K).
(a)
v=0.005, t=343.15, s=0.5mm, D=1.2(b)
v=0.005, t=343.15, s=0.5mm, D=1.4(c)
v=0.005, t=343.15, s=0.5mm, D=1.6(d)
v=0.005, t=343.15, s=0.5mm, D=1.8(e)
v=0.005, t=343.15, s=0.5mm, D=2.0Fracture roughness has a slight influence on the heat transfer process (Table2). The increase in fracture roughness results in increased contact area. However, some bumps and recesses in the fracture surface hinder effective heat transfer between flowing water and rock fracture. Overall, the heat transfer coefficient decreases with the increase in the roughness coefficient. An increase in fracture roughness under the same flow velocity, rock temperature, and fracture aperture size results in gradually decreasing heat transfer abilities between flowing water and rock (Figure 8). A greater flow distance is needed to increase and maintain the water temperature at the rock temperature. Thus, the position where water has a similar temperature as the surrounding rock slowly moves towards the outlet. Overall, the decreasing temperature area of the rock becomes relatively large.


## 4.1. Effects of Fracture Aperture Size on the Heat Transfer Characteristics

The distribution of the temperature field is an important indicator of the efficiency of the heat transfer process. The temperature field of water flowing within granite with different aperture sizes (0.5 mm, 0.7 mm, and 0.9 mm) was taken as an example, and the effects of fracture aperture size on heat transfer were studied. The flow velocity of water and rock temperature were set as 0.005 m/s and 343.15 K, and the 1.4 roughness fracture surface (F2 sample) was chosen as the flow surface. The calculation results are shown in Figure 5. Similar temperature trends are observed for the results of the other samples with water flowing through the fracture.Figure 5
Temperature field of water flowing through F2 granite sample with various aperture sizes (Temperature: K).
(a)
v=0.005, t=343.15, s=0.5mm, D=1.4(b)
v=0.005, t=343.15, s=0.7mm, D=1.4(c)
v=0.005, t=343.15, s=0.9mm, D=1.4Overall, the aperture size has a significant influence on the heat transfer process (Table2). As the fracture aperture size increases, the heat transfer coefficient [39–47] increases. When water flows along the fracture surface of a rock, it absorbs the surrounding heat energy of the rock. The temperature of the water gradually increases during the flow process, and the temperature of the surrounding rock decreases slowly along the flow direction. The most significant decrease in temperature occurs at the water inlet. As seen from Figure 5, with the increase in aperture size, the water heating rate decreases and the lower temperature area at the inlet further expands. This is mainly because the increase in aperture size leads to a rise in water flow to maintain a constant flow rate. The total volume of water flowing inside the fracture surface to absorb heat energy increases. Thus, the heat energy stored in the surrounding rock decreases. Overall, the heat transfer coefficient increases.


## 4.2. Effects of Flow Velocity on the Heat Transfer Characteristics

Using the same rock and aperture size conditions as above, the temperature field of water flowing through granite at different velocities (0.005 m/s, 0.01 m/s, and 0.015 m/s) was taken as an example, and the effects of flow velocity on the heat transfer characteristics were studied. The fracture aperture size and rock temperature were set to 0.5 mm and 343.15 K, and the 1.4 roughness fracture surface (F2) was chosen as the flow surface. The calculation results are shown in Figure 6. The results of the other surfaces with varying water velocities exhibit similar trends.Figure 6
Temperature field of water flowing through granite sample F2 with various velocities (Temperature: K).
(a)
v=0.005, t=343.15, s=0.5mm, D=1.4(b)
v=0.010, t=343.15, s=0.5mm, D=1.4(c)
v=0.015, t=343.15, s=0.5mm, D=1.4The water velocity has a more significant influence on the heat transfer process than the fracture aperture size (Table2). With the increase in flow velocity, the heat transfer coefficient markedly increases, although the inner wall temperature and outlet temperature of rock fracture also decrease to some extent. Increase in flow velocity results in an increase in the total volume of water flowing inside the rock to absorb the heat energy. Thus, the heat energy stored in the rock transfers to the water (Figure 6). Finally, the water reaches equilibrium with the rock closer to the outlet with increasing velocity.


## 4.3. Effects of Rock Temperature on the Heat Transfer Characteristics

At constant water velocity and aperture size of the fracture surface, the effects of rock temperature on the heat transfer characteristics were studied, taking the example of the temperature field of water flowing through granite at different temperatures (323.15 K, 343.15 K, and 363.15 K). The fracture aperture size and flow velocity of water were set as 0.5 mm and 0.005 m/s, and the 1.4 roughness fracture surface (F2) was chosen as the flow surface. The calculation results are shown in Figure 7. The other samples have similar trends for temperature.Figure 7
Temperature field of water flowing through a fracture in granite with various starting temperatures (Temperature: K).
(a)
v=0.005, t=323.15, s=0.5mm, D=1.4(b)
v=0.005, t=343.15, s=0.5mm, D=1.4(c)
v=0.005, t=363.15, s=0.5mm, D=1.4Initial rock temperature has a limited influence on the heat transfer process (Table2). With the increase in surrounding rock temperature, the water temperature at outlet increases, but the heat transfer coefficient remains essentially constant with only a small increase. The increase in the initial temperature of the rock results in a relatively constant rock temperature (Figure 7). The position where water has a similar temperature as the rock has no obvious deviation and is still near the inlet. Thus, the heat transfer characteristics between flowing water and the rock fracture are not significantly affected by the initial rock temperature.


## 4.4. Effects of Fracture Roughness on the Heat Transfer Characteristics

Using constant water velocity, the aperture size of the fracture surface, and initial rock temperature, the effects of fracture roughness on the heat transfer characteristics were studied, taking the temperature field of water flowing through granite rock with different roughness values of fracture surface (1.2, 1.4, 1.6, 1.8, and 2.0 roughness fracture surface) as an example. The rock temperature, fracture aperture size, and flow velocity of water were set to 343.15 K, 0.5 mm, and 0.005 m/s, respectively. The calculation results are shown in Figure8. The other water velocities, aperture sizes, and initial rock temperatures have similar trends.Figure 8
Temperature field of water flowing through granite with various roughness values of fracture surface (Temperature: K).
(a)
v=0.005, t=343.15, s=0.5mm, D=1.2(b)
v=0.005, t=343.15, s=0.5mm, D=1.4(c)
v=0.005, t=343.15, s=0.5mm, D=1.6(d)
v=0.005, t=343.15, s=0.5mm, D=1.8(e)
v=0.005, t=343.15, s=0.5mm, D=2.0Fracture roughness has a slight influence on the heat transfer process (Table2). The increase in fracture roughness results in increased contact area. However, some bumps and recesses in the fracture surface hinder effective heat transfer between flowing water and rock fracture. Overall, the heat transfer coefficient decreases with the increase in the roughness coefficient. An increase in fracture roughness under the same flow velocity, rock temperature, and fracture aperture size results in gradually decreasing heat transfer abilities between flowing water and rock (Figure 8). A greater flow distance is needed to increase and maintain the water temperature at the rock temperature. Thus, the position where water has a similar temperature as the surrounding rock slowly moves towards the outlet. Overall, the decreasing temperature area of the rock becomes relatively large.


## 5. Discussion

To better represent the geothermal system based upon the above results, a new heat transfer coefficient is proposed. Water velocity has the most significant influence on the heat transfer coefficient, followed by fracture aperture size, and rock fracture roughness; whereas initial rock temperature has the least influence. Therefore, the initial rock temperature can be ignored in the newly proposed heat transfer coefficient. The new heat transfer coefficient model considers aperture size, flow velocity of water, and rock fracture roughness and can be expressed as:(9)h=6e9v1.4exp−0.16Ds1.2.From Eq. (9), the heat transfer coefficient can be estimated approximately by water velocity, rock fracture roughness, and aperture size. With the increase in the rock aperture size and water velocity, and decrease in the rock fracture roughness, the heat transfer coefficient increases. Therefore, to enhance the heat transfer coefficient of fluid through the rock fracture surface, the water velocity and rock aperture size should be increased appropriately, and the rock fracture surface should be as smooth as possible.Additionally, the Reynolds, Prandtl, and Nusselt numbers were calculated by Eqs. (4)–(6), respectively. Figure 9 illustrates the positively correlated relationship between the Nusselt number and the Reynolds/Prandtl number ratio. The Reynolds number is within the range of 7.4–20.5 in the above experiments. Based on the characteristics of the curves plotted in Figure 9, a semiempirical relationship between the Nusselt number and Reynolds number/Prandtl number ratio is proposed below in the form of Eq. (10):
(10)Nu=0.94Pr1/3Re1.23Figure 9
The relationship betweenRe and Nu/Pr1/3.Figure9 also presents the best-fitted curves of the numerical data for all the above cases. The results show that Eq. (10) fits well with the experimental data with a high correlation coefficient (R2=0.95).Equations (9) and (10) were proposed based on a number of numerical simulations. However, the reliability of numerical simulation results is not acceptable. Hence, a series of heat transfer experiments should be conducted to verify the proposed Eqs. (9) and (10). In addition, the heat transfer coefficient model should be considered for future application in large scale engineering simulation.


## 6. Conclusion

Using a 3-D numerical model, the effects of rock temperature, roughness, and aperture size of fracture surface, and water velocity on the heat transfer characteristics of rock were studied in detail. The following are the main conclusions of this work:(1)
The fracture geometry of five cuboid granite rocks was obtained using 3D CaMega stereotopometric scanning system, and 3-D models were built using Comsol software by importing the geometry data. Based on previous research, a reasonable 3-D model was built to investigate the effects of rock temperature, roughness, and aperture size of fracture surface, and water velocity on the heat transfer characteristics between flowing water and a rock fracture. The simulation results were highly consistent with previous experimental results, which verifies the precision and practicality of the model(2)
The test results showed that water velocity has the most significant influence on the heat transfer coefficient, followed by fracture aperture size and rock fracture roughness. The initial rock temperature has the least influence. The simulation results provide a foundation for the exploitation of heat energy of hot dry rock for renewable energy resources(3)
A new heat transfer coefficient model was proposed considering aperture size, flow velocity of water, and rock fracture roughness. The initial rock temperature was not taken into account because it has a negligible effect on the temperature of the water as it passes through the fracture. The heat transfer coefficient can be estimated approximately by the water velocity, rock fracture roughness, and aperture size in this new coefficient model. The heat transfer coefficient of water flowing through a fracture in the hot dry rock can be enhanced by increasing the water velocity and aperture size and by decreasing the roughness of the fracture surface. Additionally, a relationship between Nusselt number and Reynolds number/Prandtl number ratio was also proposed based upon the relationships determined through the simulation results



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*Source: 8864028-2020-07-11.xml*