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Reaction Kinetic Characteristics and Model of Methane Hydrate Formation in Porous Media Liang Zhang, Sudan Xu, Xin Li, Yin Zhang, Ruohan Yang, Qian Ouyang, and Shaoran Ren Energy Fuels, Just Accepted Manuscript • DOI: 10.1021/acs.energyfuels.7b00958 • Publication Date (Web): 11 Jul 2017 Downloaded from http://pubs.acs.org on July 16, 2017
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Energy & Fuels
1
Reaction Kinetic Characteristics and Model of Methane Hydrate Formation in Porous Media
2
Liang Zhang1*, Sudan Xu1, Xin Li1, Yin Zhang2, Ruohan Yang1, Qian Ouyang1, Shaoran Ren1
3
1 School of Petroleum Engineering, China University of Petroleum (East China), Qingdao, 266580, China
4
2 Petroleum Engineering, College of Engineering and Mines, University of Alaska Fairbanks, Fairbanks,
5
USA
6
*Corresponding author:
[email protected] 7 8
Abstract: Most of natural gas hydrates on the earth are buried in the shallow formation under the
9
deep water. Comprehensively understanding the reaction kinetic characteristics of gas hydrate in
10
porous media is very beneficial to the deep exploration of the hydrate accumulation in nature. In
11
this paper, the formation process of CH4 hydrate in porous media was simulated physically using a
12
high-pressure and low-temperature reactor. The hydrate phase equilibrium and reaction kinetic
13
characteristics at different temperatures, pressures, sand grain sizes and clay contents were assessed.
14
Based on the determination of relevant hydrate kinetic parameters, a novel mixing-flux hydrate
15
reaction model was proposed, which can be used for numerical simulation of gas hydrate
16
accumulation. The experimental results show that the porous media can make the phase equilibrium
17
of CH4 hydrate shift to the right under the capillary effects on the gas and hydrate phases. Low
18
temperature and high pressure can provide large driving force for hydrate formation, but large clay
19
content and small sand grain size usually give a negative effect on the CH4 transfer in the porous
20
media. It often leads to a slow hydrate formation rate and hard distinction of pressure drop between
21
hydrate nucleation and growth stages. Based on the experimental results of cases 1 to 6, the hydrate
22
nucleation kinetic parameters were regressed, and the activation energy Ea as well as the reaction
23
frequency factor kfo of hydrate growth were fitted to be 75.45-90.85 kJ/mol and 8.72×108-6.02×1011
24
mol/(m2 kPa day), respectively. In the numerical simulation of hydrate accumulation, the hydrate
25
formation process can be described by coupling the low-flux reaction and the high-flux reaction
26
which consume the CH4 dissolved in water and the free CH4 gas in pores, respectively. This novel
27
mixing-flux hydrate formation model is suitable for the flexible and practical hydrate accumulation
28
simulation, which can consider various gas sources and transfer states in the hydrate reservoir.
29
Key words: phase equilibrium; reaction kinetics; influencing factor; gas transfer; accumulation
30
simulation
31 32
1 INTRODUCTION
33
Natural gas hydrate is a kind of high efficient and clean energy. 46 water molecules and at
34
most 8 guest molecules can generate one CH4 hydrate molecule (see equation 1, n=5.75). 1 m3 of
35
hydrate can release 164-180 Sm3 of natural gas. The high-pressure and low-temperature condition is
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1
the prerequisite for gas hydrate formation. Most of natural gas hydrate resources are buried in the
2
shallow sediments with a thickness of 300-1000 m (hydrate stability zone) under 300-4000 m deep
3
water (Wei et al, 2010). Only when the natural gas leaks into the hydrate stability zone, the gas
4
hydrate can form. Generally, the natural gas sources for hydrate accumulation can be classified into
5
biogenic gas and pyrolysis gas. The former refers to the CH4 gas produced by the organic matter
6
degradation under the biological effect, while the latter mainly comes from the deep hydrocarbon
7
reservoirs, which migrates into the shallow formation along faults. The biogenic gas often forms
8
diffusion-type hydrate reservoir in situ with low abundance (Su and Chen, 2006). Deep-water
9
basins with rich oil and gas resources are more likely to form the promising seepage-type hydrate
10 11
deposits in large scale. CH4(g) + nH2O(w) CH4•nH2O(s) ± heat
(1)
12
In the past 20 years, researchers have conducted a lot of studies on the hydrate phase
13
equilibrium and reaction kinetics in porous media (Li et al, 2006; Chen et al, 2007; Maddena, 2009;
14
Jiang et al, 2011; Chuvilia et al, 1999; Anderson et al, 2003; Wu et al, 2004; Zhang et al, 2011; Yang
15
et al, 2011; Spangenberg et al, 2005; Zatsepina et al, 2000, 2007). However, to date, the effect of
16
porous media on hydrate thermodynamic and kinetic characteristics is still not clear. Zang et al
17
(2015) regarded that one of the key reasons to cause this issue was the lack of explicit classification
18
of porous media. According to the classification standard of IUPAC (International Union of Pure
19
and Applied Chemistry), pores can be divided into micropore (diameter < 2 nm), mesopore
20
(diameter between 2-50 nm) and macropore (diameter > 50 nm). There are few studies on the
21
hydrate kinetics in micropores. A large number of experiments have shown that mesopore can shift
22
the phase equilibrium condition of hydrate to the left because of its significant effect on the water
23
activity as well as the remarkable capillary force between gas and water (Anderson et al, 2003;
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Zhou et al, 2005; Aladko et al, 2004; Zhang et al, 2011; Maddena et al, 2009; Prasad et al, 2012;
25
Zang et al, 2013). In the macropores, the pore has no obvious effect on the hydrate phase
26
equilibrium, especially when the pore size is at µm-mm scale (Zang et al., 2013), but the influence
27
of pore properties on the hydrate reaction kinetics is still not negligible.
28
The prospective seepage-type gas hydrate reservoir is usually a thermodynamic
29
non-equilibrium system in which water, hydrate, and free gas coexist. The characteristics of hydrate
30
phase equilibrium and reaction kinetics are influenced by the porous media of the subsea
31
depositional environment, which will further affect the hydrate accumulation process in the shallow
32
formation under the sea. Most of sediments for gas hydrate accumulation belong to macroporous
33
media. Hence, the gas hydrate reaction kinetics in macroporous media has been studied widely.
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Many factors influencing hydrate formation and deposition have been assessed through lab
35
experiments (Handa et al, 1992; Melnikov et al, 1996; Clarke et al, 1996; Chuvilia et al, 1998; Chen ACS Paragon Plus Environment
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et al, 2006; Fan et al, 2007; Ren et al 2009; Jiang et al, 2011; Zang et al, 2013). These studies
2
indicate that sediments can promote the gas hydrate nucleation and growth. Coarse-grained
3
sediments are more favorable for hydrate formation than fine-grained sediments due to its larger
4
pore size. Nevertheless, in nature, many gas hydrates are buried in muddy sediments with high clay
5
content. The pore size is small even close to mesopore scale. In this case, the clay in sediments
6
tends to make gas hydrate form difficultly. Hence, it is meaningful to conduct more studies to
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comprehensively reveal the influence of clay on the pore characteristics and the hydrate formation
8
kinetics in sediments. Moreover, hydrate kinetic model in porous media is the basis of hydrate
9
accumulation numerical simulation, but most of the current kinetic models for hydrate accumulation
10
are less concerned with the complexity of gas transfer state and the coexistence of different gas
11
sources (Ribeiro et al, 2008; Shi et al, 2010). This limits the accurate numerical simulation of
12
hydrate accumulation (Ye et al, 2013).
13
In this paper, the formation kinetics of CH4 hydrate in porous composed of natural sand and
14
clay was studied experimentally using a high-pressure and low-temperature reactor. The effect of
15
porous media on the phase equilibrium of CH4 hydrate was assessed. The effects of driving force (T
16
and P) and pore features (sand grain size and clay content) on hydrate formation kinetic
17
characteristics in porous media were investigated. A novel mixing-flux model for hydrate formation
18
in porous media was proposed for the numerical simulation of hydrate accumulation, which can
19
consider different gas sources and transfer states in the hydrate reservoir.
20 21
2 EXPERIMENTAL SECTION
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2.1 Equipment
23
The experimental apparatus used to simulate the formation and decomposition of gas hydrate
24
in porous media is shown in Figure 1. The apparatus consists of a high-pressure reactor, a fluid
25
supply system, a low-temperature water bath, and a data acquisition system. The high-pressure
26
reactor has a fixed volume of 1 L, which can bear a pressure up to 25 MPa. The pressure and
27
temperature in the reactor can be acquired and transferred to the computer in real time by the
28
sensors installed on the top of the reactor. The measurement range of the pressure sensor is from 0
29
to 30 MPa with an accuracy of ±0.1%, while the temperature sensor can detect temperature from
30
-20 to 120 oC with an accuracy of ±0.1 oC. The water bath uses MEG solution as the circulating
31
agent, which can cool and warm the reactor, and keep the reactor at a steady temperature between
32
-20 oC and 90 oC with an accuracy of ±1 oC.
33
2.2 Materials
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99.999 mol% CH4 supplied by Taiyuan Gas Ltd; natural sand collected from Qingdao
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Jinshatan beach (40-60 mesh sand with a grain size of 0.25-0.425 mm, 80-100 mesh sand with a ACS Paragon Plus Environment
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grain size of 0.15-0.18 mm); clay (bentonite) purchased from Weirun New Material Ltd; distilled
2
water and 3.5wt% NaCl aqueous solution.
3
4 5 6 7 8 9 10
Figure 1 High-pressure and low-temperature hydrate experimental apparatus (1) gas cylinder; (2) CH4 gas in container; (3) 3.5wt%NaCl water in container; (4,5) constant-flux pump; (6) main reactor; (7) water bath; (8) sand and clay filled in reactor; (9, 10) inlet valve; (11) outlet valve; (12) pressure meter; (13) pressure sensor; (14) temperature sensor; (15) data collection box; (16) computer.
2.3 Procedures
11
Hydrate phase equilibrium point test: 1) fill the reactor with natural sand, and saturate it with
12
3.5wt% NaCl water; 2) inject CH4 into the reactor at the top to displace 200 ml water out of the
13
reactor, then continue injecting CH4 into the reactor to enhance the pressure to 4-8 MPa; 3) use the
14
water bath to cool down the reactor to -10 oC at a rate of 0.5-1 oC/h, to make the gas hydrate form in
15
the reactor; 4) after the pressure in the reactor declines and maintains stable for 3 h, heat the reactor
16
to the room temperature at a rate of 0.5-1 oC/h to let the hydrate decomposition; 5) record the P and
17
T changes in the reactor, plot the P-T relation curve, the intersection point of the cooling and
18
heating curves is the hydrate phase equilibrium point (Figure 2a).
19
20 21 22 23 24
a. Determination of hydrate phase equilibrium point b. Typical pressure drop curve of hydrate formation Figure 2 Schematic diagram of hydrate experimental results
Hydrate formation kinetics experiment: 1) fill the reactor with natural sand and clay, and ACS Paragon Plus Environment
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saturate them with 3.5wt% NaCl water; 2) using the water bath to cool down the reactor and
2
maintain the temperature at a constant level between 3-13 oC; 3) inject CH4 into the reactor at the
3
top to displace 200 ml water out of the reactor, and then continue injecting CH4 into the reactor to
4
enhance the pressure to 6-12 MPa to ensure the reactor at the hydrate stability conditions; 4) let the
5
gas hydrate form in the reactor, and record the time t and the P-T changes in the reactor until the
6
pressure in the reactor become stable; 5) divide the hydrate formation stages according to the
7
pressure drop in the reactor (typically including CH4 dissolution, hydrate nucleation and growth, see
8
Figure 2b), and calculate the hydrate formation rate and saturation. The cumulative hydrate
9
formation in the reactor at time t can be calculated using the equations (2)-(3). The instantaneous
10
and stage hydrate formation rates can be calculated using the equation (4), while the saturations of
11
various phases in the reactor can be calculated using the equations (5)-(7).
݊௧ = ∆݊௧ = ݊ − ݊௧ = ோ் − ோ்
12
ܥ௧ = ݊௧ /ܸோ
13
ௗ
14
ௗ௧
=
(2) (3)
శ ି ௧ೃ
ఘ
15
ܵ௧ =
16
ܵ௪௧ =
17
ܵ௧ = 1 − ܵ௧ − ܵ௪௧
(4) (5)
ೃ ఝ
ೢ ିହ.ହ×ଵ଼× ×ଵషల ೃ ఝ
(6) (7)
18
where t is the reaction time, min; nht is the total hydrate amount formed in the reactor at time t, mol;
19
∆ngt is the total CH4 amount consumed at time t, mol; ngo and ngt are the CH4 amounts in the reactor
20
at the beginning (t=0) and time t, respectively, mol; Po and Pt are the pressures in the reactor at the
21
beginning and time t, respectively, Pa; To and Tt are the temperatures in the reactor at the beginning
22
and time t, respectively, K; Zo and Zt are the CH4 compressibility factor at Po-To and Pt-Tt
23
conditions, respectively; Vgo and Vgt are the initial gas volume and the gas volume at time t in the
24
reactor, m3, Vgo=200×10-6 m3 (200 ml) in this study, for simplicity, Vgt=Vgo with neglecting the
25
change of total volume of hydrate and water during reaction in the reactor; R is the gas constant,
26
8.314 J/mol/K; Cht is the total hydrate amount formed in unit volume at time t, mol/m3; VR is the
27
reactor volume, m3, VR=1000×10-6 m3 in this study; dCht/dt is the instantaneous or stage hydrate
28
formation rate, mol/m3/min; ∆t is the time interval, min; Sht, Swt, Sgt are the hydrate, water and gas
29
saturations in the reactor at time t, fraction, the calculation error can be controlled within ± 0.1%; ρh
30
is the molar volume of hydrate, m3/mol, ρh=129.97×10-6 m3/mol was used in this study; φ is the
31
porosity of the sand in the reactor, fraction; Vwo is the initial water volume in the reactor, m3, Vwo=
32
VRφ –Vgo.
33
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2.4 Schemes
2
A set of experimental schemes were designed to investigate the effects of temperature, pressure,
3
clay content and sand grain size on the gas hydrate formation kinetics, such as the hydrate
4
nucleation and growth rate, gas consumption and hydrate saturation. As shown in Table 1, the cases
5
1 to 6 were used to explore the effects of temperature and pressure, and the cases 4, 7, 8 were used
6
to explore the effect of clay content, while the cases 4 and 9 were used to explore the effects of sand
7
grain size. Moreover, three additional cases 10, 11 and 12 were designed to analyze the influence of
8
porous media on the hydrate phase equilibrium.
9 10
Table 1 Experimental schemes of gas hydrate formation kinetics Parameter
Case 1
Case 2
Case 3
Case 4
Case 5
Case 6
Initial temperature To, oC
3.6
7.2
12.3
3.2
3.6
3.5
Initial pressure Po, MPa
10.50
10.60
10.90
6.01
9.20
11.20
Grain size, mesh number
40-60
40-60
40-60
40-60
40-60
40-60
Clay content, wt%
0
0
0
0
0
0
Porosity φ, %
45
45
45
45
45
45
Volume of reactor VR, ml
1000
1000
1000
1000
1000
1000
Swo, %
55.56
55.56
55.56
55.56
55.56
55.56
Sgo, %
44.44
44.44
44.44
44.44
44.44
44.44
Initial CH4 amount ngo, mol
1.113
1.109
1.223
0.633
0.966
1.171
Parameter
Case 7
Case 8
Case 9
Case 10
Case 11
Case 12
Initial temperature To, oC
3.6
3.5
3.5
20
20
20
Initial pressure Po, MPa
6.01
6.08
6.07
4
6
8
Grain size, mesh number
40-60
40-60
80-100
40-60
40-60
40-60
Clay content, wt%
10
30
0
0
0
0
Porosity φ, %
45
45
45
45
45
45
Volume of reactor VR, ml
1000
1000
1000
1000
1000
1000
Swo, %
55.56
55.56
55.56
55.56
55.56
55.56
Sgo, %
44.44
44.44
44.44
44.44
44.44
44.44
Initial CH4 amount ngo, mol
0.637
0.645
0.644
0.400
0.600
0.801
11 12
3 EXPERIMENTAL RESULTS AND DISCUSSION
13
3.1 Characteristics of hydrate phase equilibrium
14
It is generally recognized that the effect of macroporous media on CH4 hydrate phase
15
equilibrium curve can be neglected (Zang et al, 2015). However, in this study, compared with the
16
predicted phase equilibrium curve of CH4 hydrate at bulk, the hydrate phase equilibrium points
17
shifting to the right by about 4-5 oC was observed, although the porous media used is composed of
18
40-60 mesh sand, and has an average pore diameter of about 0.039 mm (see Figure 3a).
19
To date, many experiments have shown that the nanopore can make the hydrate phase
20
equilibrium curve move to the left. There exists a critical pore radius, such as the 58.68 nm given by
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1
Chen et al (2007). When the pore size is smaller than the critical value, the effect of porous media
2
on the phase equilibrium of hydrate cannot be ignored. As shown in Figure 3b, the published
3
experimental results based on the pore size between 6-30 nm show that as the pore size decreases,
4
the phase equilibrium curve of gas hydrate shifts to the left more serious. However, it should be
5
noted that most of these experiments were conducted using the silica gel grains. These gel grains
6
have nanopores inside and should be saturated with water in advance before experiments, while the
7
space between grains is filled with free CH4 gas. Gas hydrate will form in the nanopores of the
8
silica gel grains, where a capillary force exists between the hydrate and water phases (Zang et al,
9
2015). Due to the effect of capillary force, the critical CH4 solubility in the hydrate-water two-phase
10
system will increase. Hence, accordingly, a larger pressure is needed to reach the hydrate phase
11
equilibrium state.
12
Pressure, MPa
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0wt%NaCl at bulk 3.5wt%NaCl at bulk Experimental result in this study
-15
13 14
15 16 17 18
-10
-5
0 5 Temperature, oC
a. Experimental results in this study
10
15
20
b. Experimental results from literature (Zang et al, 2015)
c. The predicted hydrate phase curves considering different capillary effects (Liu et al, 2011) Figure 3 CH4 hydrate phase equilibrium curves in porous media
19
Liu et al (2011) has comprehensively analyzed the influence of various capillary effects on gas
20
hydrate phase equilibrium. As shown in Figure 3c, when only the capillary effect on hydrate phase
21
is considered, the hydrate phase equilibrium curve will shift to the left by about 1-5 oC. This result
22
agrees with the experimental results in Figure 3b. When only the capillary effect on gas phase is
23
considered, the hydrate phase equilibrium curve will shift to the right by about 3-8 oC.
24
Comparatively, the capillary effect on gas phase is more significant than that on hydrate phase,
25
which will result in the hydrate phase equilibrium moving to the right by 1-6 oC when the capillary ACS Paragon Plus Environment
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effects on both gas and hydrate phases are considered. In this case, the shift direction of hydrate
2
phase equilibrium relies on the relative size of the CH4 solubility in the water-hydrate system and
3
the CH4 solubility in the gas-water system. Both of these two CH4 solubilities are decided by the
4
pore size and the interfacial tension (IFT) between the water and gas/hydrate phases, but they have
5
different sensitivity to these factors. As a result, under the capillary effects on gas and hydrate
6
phases, a right shift of hydrate phase equilibrium curve is expected in the homogeneous porous
7
media. However, in the heterogeneous porous media, the effect of porous media on hydrate phase
8
equilibrium is more complex, depending on the specific conditions. For the experiments in this
9
study, the reactor was filled up with uniform sands, involving the capillary effects on both hydrate
10
and gas phases. Hence, to some extent, the right shift of the hydrate phase equilibrium curve can be
11
explained according to the above mechanisms.
12 13
3.2 Characteristics of hydrate formation kinetics
14
3.2.1 Hydrate formation rate and saturation
15
The main experimental results of cases 1 to 9 are shown in Table 2, and Figure 4. Table 2 lists
16
the time, the pressure drop, and the amount of CH4 consumed in each stage of hydrate formation in
17
porous media. The final saturation of each phase and the average hydrate growth rate are also
18
presented. However, not all of the experiments can clearly show the typical three stages of hydrate
19
formation in terms of the pressure drop in the reactor. Especially in the cases 5 and 6, the hydrate
20
nucleation stage was not observed (Figure 4b), but case 6 contributes the maximum pressure drop of
21
8.84 MPa, the highest hydrate saturation of 29.32% as well as the largest average hydrate growth
22
rate of 2593.81 mol/m3/day. In addition, the pressure drop induced by hydrate growth from hydrate
23
nucleation in cases 8 and 9 is hard to be distinguished (Figures 4c and 4d).
24 25
Table 2 Experimental results of CH4 hydrate formation kinetics Parameter tdissolution, min
Case 1
Case 2
Case 3
Case 4
Case 5
Case 6
Case 7
Case 8
Case 9
95
70
40
40
0
0
80
108
40
tnucleation, min
250
350
260
560
0
0
2516
2680
2960
tgrowth, min
1030
900
600
2400
1790
1140
2984
4010
6425
Initial pressure Po, MPa
10.50
10.60
10.90
6.01
9.20
11.20
6.01
6.08
6.07
∆Pdissolution, MPa
0.31
0.21
0.42
0.14
0
0
0.38
0.51
0.18
∆Pnucleation, MPa
0.28
0.36
0.40
0.24
0
0
0.61
1.6
0.74
∆Pgrowth, MPa
6.16
3.60
0.50
2.35
5.93
8.84
1.45
0.7
0.7
Final pressure Pf, MPa
3.75
6.43
9.58
3.28
3.27
2.36
3.57
3.27
4.45
Gas consumed by dissolution,
0.033
0.022
0.043
0.015
0.000
0.000
0.040
0.054
0.019
Gas consumed by nucleation, mol
0.030
0.038
0.041
0.025
0.000
0.000
0.065
0.170
0.078
Gas consumed by growth, mol
0.653
0.377
0.051
0.248
0.623
0.924
0.154
0.074
0.074
mol
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Total gas consumed, mol
0.716
0.436
0.136
0.288
0.623
0.924
0.259
0.298
0.172
Finial hydrate saturation Shf, %
22.70
13.85
4.30
9.13
19.77
29.32
8.21
9.45
5.45
Residual water saturation Swf, %
36.52
43.95
51.95
47.90
38.98
30.98
48.68
47.63
50.99
Residual gas saturation Sgf, %
40.78
42.20
43.75
42.97
41.25
39.70
43.11
42.92
43.56
837.14
114.19
550.19
1384.3
2053.4
8
3
341.57
164.95
164.95
0.72
0.63
0.42
1.67
2.07
2.78
4.46
2028.6
1339.4
7
2
274.06
330.12
164.83
59.24
36.97
Hydrate concentration formed in growth stage Ch, mol/m3
1451.0 6
tgrowth, day Average hydrate growth rate dCh/dt, mol/m3/day
1.24
0.79
1113.6
2593.8
9
1
1 12
12 a. Initial temperature
Pressure MPa
Pressure, MPa
10 8 6 Case1: 3.6 ℃
4
Case2: 7.2 ℃
2
10
Case4: 6.0 MPa
8
Case5: 9.2 MPa
b. Initial Pressure
Case6: 11.2 MPa
6 4 2
Case3: 12.3 ℃
0
0 0
300
2
600 900 Time, min
1200
1500
0
500
1000
1500 Time, min
2000
2500
3000
7
6
c. Clay content Pressure, MPa
4 3 Case4: 0wt%Clay
2
Case7: 10wt%Clay
1
d. Sand grain size
6
5 Pressure, MPa
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
Energy & Fuels
5 4 3 2
Case4: 40-60mesh Case9: 80-100mesh
1
Case8: 30wt%Clay
0
0
0
2000
4000 Time, min
6000
8000
0
2000
4000 6000 Time, min
8000
10000
3 4 5 6
Figures 5 and 6 presents the instantaneous hydrate formation rates and the hydrate saturations
7
in the reactor at different conditions. The cases 1-6 with large sand grain usually reach a large
8
hydrate formation rate and a large hydrate saturation. Corresponding to the clear distinction
9
between hydrate nucleation and growth, the instantaneous hydrate formation rates in cases 1-6 are
10
generally small at the beginning, but after a certain time, they start to increase sharply and then
11
decrease to a very low level which will last for a long time. The largest instantaneous hydrate
12
formation rate can be up to 1.5-3.0 mol/m3/min. Relatively, the cases 7-9 with small sand grain and
13
high clay content can only achieve small hydrate formation rate and saturation. In most of the time,
14
the hydrate formation rate usually keeps at a stable and small level below 0.15 mol/m3/min.
Figure 4 Pressure drop curves monitored in the reactor at different conditions
15
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35
3.0
Case1: 3.6 ℃
2.5
Case3: 12.3 ℃ Case5: 9.2 MPa
Case2: 7.2 ℃ Case4: 6.0 MPa Case6: 11.2 MPa
2.0 1.5 1.0
Case3: 12.3 ℃ Case6: 11.2 MPa
25 20 15 10
0
0.0 0
300
600
900
1200
0
1500
300
600
900
1200
1500
Time, min
Time, min
Figure 5 Instantaneous hydrate formation rates and hydrate saturations with time (cases 1-6) 1.5
10 9
Case7: 40-60mesh+10wt%clay
8
Hydrate saturation, %
1.2
Case4: 40-60mesh+0wt%Clay
Case8: 40-60mesh+30wt%clay 0.9
Case9: 80-100mesh+0wt%clay
0.6
0.3
7 6 5 4 3
Case4: 40-60mesh+0wt%clay Case7: 40-60mesh+10wt%clay Case8: 40-60mesh+30wt%clay Case9: 80-100mesh+0wt%clay
2 1
0.0
0
0
3 4 5 6
Case2: 7.2 ℃ Case5: 9.2 MPa
5
0.5
1 2
Case1: 3.6 ℃ Case4: 6.0 MPa
30
Hydrate saturation, %
Hydrate formatiion rate, mol/m3/min
3.5
Hydrate formation rate, mol/m3/min
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
Page 10 of 23
1000
2000
3000 Time, min
4000
5000
6000
0
1000
2000
3000 Time, min
4000
5000
6000
Figure 6 Instantaneous hydrate formation rates and hydrate saturations with time (cases 4, 7-9)
3.2.2 Effects of initial temperature and pressure
7
8
The pressure drop curves of hydrate formation at different initial temperatures (based on cases
9
1 to 3) are shown in Figure 4a. The correlation of initial temperature with hydrate nucleation and
10
growth times, pressure drop, hydrate saturation, and hydrate growth rate have been analyzed and
11
shown in Figure 7. It can be seen that the hydrate nucleation time varies in a range of 250-350 min
12
while the corresponding pressure drop is between 0.28-0.40 MPa. Overall, the initial temperature
13
has a weak effect on the hydrate nucleation. Comparatively, a strong correlation between hydrate
14
growth and initial temperature can be observed. As the initial temperature decreases from 12.3 to
15
3.6 oC, the pressure drop of hydrate growth stage increases from 0.5 to 6.16 MPa, while the pressure
16
in the reactor needs more time to reach stable (from 600 to 1030 min). Accordingly, the final
17
hydrate saturation and the hydrate growth rate increase from 4.30% to 22.70%, and from 274.06 to
18
2028.67 mol/m3/day, respectively with the decline of initial temperature in the reactor. Low
19
temperature is beneficial to achieving a large hydrate growth rate and a large final hydrate
20
saturation.
Effect of initial temperature
21
ACS Paragon Plus Environment
0.4
1000
0.2 t_nucleation 0.1
∆P_nucleation 6
9
12
800
t_growth
600
∆P_growth
400 y = -0.6477x + 8.4075 R² = 0.998
200 0
0 3
0
15
3
6
9
T, oC
1
c. Final hydrate saturation dCh/dt, mol/m3/day
Shf, %
15
d. Average hydrate growth rate
2500
20 15 y = -2.0985x + 29.776 R² = 0.994
5
12
T, oC
25
10
7 6 5 4 3 2 1 0
y = -50.052x + 1228.7 R² = 0.9844
∆Pgrowth, MPa
1200
0.3 y = 0.0134x + 0.2435 R² = 0.9186
b. Hydrate growth time and pressure drop
0.5
tgrowth, min
y = -0.1047x + 287.47 R² = 7E-05
∆Pnucleation, MPa
a. Hydrate nucleation time and pressure drop
400 350 300 250 200 150 100 50 0 0
0
2000 1500 1000 y = -202.16x + 2770.7 R² = 0.9994
500 0
0
3
6
9 T,
2 3
12
15
0
3
6
oC
9
12
15
T, oC
Figure 7 Effect of initial temperature on CH4 hydrate formation in porous media
4 5
6
Figure 4b and Figure 8 show the gas hydrae formation characteristics at different initial
7
pressures (based on cases 4, 5 and 6). It can be seen that at the initial pressure of 6.01 MPa (case 4),
8
a typical hydrate formation process can be observed. The stages of hydrate nucleation and growth
9
can be easily distinguished according to the pressure drop. However, as the initial pressure increases
10
to 9.20-11.20 MPa, the hydrate nucleation and growth nearly proceed at the same time due to the
11
great driving force for hydrate formation. A sharp pressure drop without hydrate nucleation stage
12
was observed at the beginning of the experiment. These results are in accordance with the studies
13
from Zang et al (2013) and Liu et al (2016). In addition, as seen in Figure 8, with the increase of the
14
initial pressure in the reactor, the pressure drop during hydrate growth stage increases from 2.35 to
15
8.84 MPa along with the growth time of hydrate declining from 2400 to 1140 min. The final hydrate
16
saturation and hydrate growth rate increase from 9.13% to 29.32%, and from 330.12 to 2593.81
17
mol/m3/day, respectively. High pressure is also beneficial to achieving a large hydrate growth rate
18
and a large final hydrate saturation.
Effect of initial pressure
∆P_nucleation
400
200
0.10
0 4
19
6
8 P, MPa
3000
0.15
y = -0.0489x + 0.5107 R² = 0.8541
100
0.25 0.20
y = -114.15x + 1191.5 R² = 0.8541
300
3500
10
12
10 y = 1.2386x - 5.1975 R² = 0.9948
2500 2000
6
y = -238.01x + 3872 R² = 0.9777
1500
4 t_growth
1000
0.05
500
0.00
0
8
2
∆P_growth
0 4
6
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8 P, MPa
10
12
∆Pgrowth, MPa
500
b. Hydrate growth time and pressure drop
0.30
tgrowth, min
t_nucleation
∆Pnucleation, MPa
a. Hydrate nucleation time and pressure drop
600
tnucleation, min
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
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tnucleation, min
Page 11 of 23
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d. Average hydrate growth rate
c. Final hydrate saturation
3000
30
y = 3.8395x - 14.397 R² = 0.9899
25
Shf, %
dCh/dt,mol/m3/day
35
20 15 10 5
2500 2000
y = 418.57x - 2339 R² = 0.9084
1500 1000 500 0
0 4
1 2 3
6
8 P, MPa
10
4
12
6
8 P, MPa
10
12
Figure 8 Effect of initial pressure on CH4 hydrate formation in porous media
4
5
The difference between gas pressure and hydrate phase equilibrium pressure at the same
6
temperature (pg-pe) is defined as the reaction driving force of hydrate formation. The gas hydrate
7
formation characteristics at different driving forces are shown in Figure 9 (based on cases 1-6). It
8
can be seen that the driving forces for hydrate formation in this study are mainly distributed
9
between 0.2 and 6 MPa. As the driving force increases, the hydrate nucleation time becomes shorter
10
and shorter, and the time of hydrate growth also declines slightly. However, overall, the correlation
11
between driving force and nucleation/growth time is weak. Comparatively, both of the final hydrate
12
saturation and hydrate formation rate have a strong correlation with the driving force. The former
13
fits the linear curve of y = 0.0036x + 3.7527 with a correlation coefficient R2 = 0.9909, while the
14
latter matches the equation y = 0.3313x + 93.116 with an R2 of 0.8584.
Effect of reaction driving force
15 a. Hydrate nucleation time
600
b. Hydrate growth time 3000
300 200 100
2000 1500 1000 500
0 0
2000
16
4000 pg -pe, kPa
6000
0
8000
0
c. Final hydrate saturation
35
2000
dCh/dt, mol/m3/day
20 15 10 5 0
2500 y = 0.3313x + 93.116 R² = 0.8584
2000 1500 1000 500
2000
4000 pg-pe, kPa
6000
8000
0
2000
4000 pg-pe, kPa
6000
Figure 9 Effect of driving force on CH4 hydrate formation in porous media
19
3.2.3 Effects of clay content and sand grain size
8000
0
0
21
6000
d. Average hydrate growth rate
y = 0.0036x + 3.7527 R² = 0.9909
25
20
4000 pg-pe, kPa
3000
30
17 18
y = -0.003x + 1320.8 R² = 0.0001
2500 y = -0.0584x + 445.96 R² = 0.4909
400
tgrowth, min
tnucleation, min
500
Shf, %
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
Page 12 of 23
Effect of clay content ACS Paragon Plus Environment
8000
Page 13 of 23
1
The effect of clay content on the gas hydrate formation characteristics has been indicated in
2
Figure 4c and Figure 10 (based on cases 4, 7, 8). As the clay content in the sand increases from 0wt%
3
to 30wt%, the induction time of hydrate nucleation increases from 560 to 2680 min along with the
4
pressure drop in the reactor increasing from 0.24 to1.6 MPa. It can also be seen that when the clay
5
content in the sand is larger than 10wt%, the induction time of hydrate nucleation is almost
6
unchanged, but the linear increase of pressure drop in hydrate nucleation stage with clay content
7
increase can still be observed in the reactor. For the hydrate growth stage, with the increase of clay
8
content, the pressure drop induced by hydrate growth becomes smaller and smaller, but more and
9
more time is needed for the pressure in the reactor to reach stable. As the result of the rich clay
10
contained in the sand, the contact between gas and water in the reactor is often restricted, which will
11
further affect the hydrate growth. Hence, a significant decrease of hydrate growth rate from 330.12
12
to 59.24 mol/m3/day was observed as the clay content increases. However, because the total
13
pressure drops monitored in cases 4, 7 and 8 during experimental time are close, the final hydrate
14
saturations formed in these cases are very similar, varying from 8.21% to 9.45%, of which case 7
15
with 10wt% clay gives the smallest one.
16
2500
1.5
2000
t_nucleation
1500
1.0
∆P_nucleation
1000
0.5
y = 0.0459x + 0.2043 R² = 0.9955
500 0
5000 ∆Pnucleation, MPa tgrowth, min
tnucleation, min
3000
b. Hydrate growth time and pressure drop
2.0
y = 61.743x + 1095.4 R² = 0.6394
4000
10
17
20 Clay content, wt%
30
2000
0
18 19 20
10
20 Clay content, wt%
30
0.5
∆P_growth
0.0 0
mol/m3/day dCh/dt,
40
1.0
0
40
y = 0.0183x + 8.685 R² = 0.1868
1.5
t_growth
1000
c. Final hydrate saturation 9.6 9.4 9.2 9.0 8.8 8.6 8.4 8.2 8.0
2.0 y = -0.0525x + 2.2 R² = 0.9423
3000
0.0 0
2.5 y = 53.329x + 2420.3 R² = 0.9989
∆Pgrowth, MPa
a. Hydrate nucleation time and pressure drop
3500
Shf, %
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
Energy & Fuels
10
20 Clay content, wt%
30
40
d. Average hydrate growth rate
350 300 250 200 150 100 50 0
y = -8.4937x + 297.98 R² = 0.903
0
10
20 Clay content, wt%
30
40
Figure 10 Effect of clay content on CH4 hydrate formation in porous media
21
In addition, an obvious phenomenon should be noted that as the clay content in the sand
22
increases, to distinguish the stages of hydrate nucleation and growth becomes more and more
23
difficult in terms of the pressure drop monitored in the reactor. Especially in the case 8 where the
24
clay content is up to 30wt%, only a weak pressure decline was observed between the hydrate
25
nucleation and growth stages. According to the linear correlation between the clay content and the
ACS Paragon Plus Environment
Energy & Fuels
1
pressure drop of hydrate growth, it is speculated that clear pressure decline between hydrate
2
nucleation and growth in the reactor will disappear if the clay content is more than 41.9wt%. The
3
hydrate nucleation will contribute a remarkable pressure drop at the early stage of hydrate formation.
4
These results indicate that the clay content in sediments has an important effect on the hydrate
5
formation kinetics.
6
7
The effect of sand grain size on the hydrate formation characteristics has been shown in Figure
8
4d and Figure 11 (based on cases 4 and 9 with sand grain sizes of 40-60 mesh and 80-100 mesh,
9
respectively). It can be seen that as the sand grain size decreases (namely, as the pore diameter
10
decreases from 0.039 to 0.023 mm), both of the lasting time and pressure drop of hydrate nucleation
11
increase, but the pressure drop in the hydrate growth stage decreases from 2.35 to 0.7 MPa. More
12
time is needed for hydrate growth to reach the stable pressure in the reactor (from 2400 to 6425
13
min). Especially when the sand grain size is 80-100 mesh, it is hard to distinguish the hydrate
14
nucleation and growth stages according to the pressure drop. This is similar to the effect of clay
15
content above. Small pore size due to small sand grain is not beneficial to the sufficient contact
16
between gas and water in the reactor. The formed hydrate will further block the pores and lower the
17
hydrate growth rate. Hence, as a result, when the sand grain size decreases from 40-60 to 80-100
18
mesh, the hydrate saturation decreases from 9.13% to 5.45%, while the hydrate growth rate is
19
reduced from 330.12 to 36.97 mol/m3/day.
Effect of sand grain size
20 b. Hydrate growth time and pressure drop
0.4 t_nucleation ∆P_nucleation
0.2 0
c. Final hydrate saturation 350
dCh/dt, mol/m3/day
10 8 6 4 2 0
∆P_growth
1.5 1.0 0.5 0.0
d. Average hydrate growth rate
300 250 200 150 100 50 0
40-60
23 24 25
2.0 t_growth
40-60 80-100 Sand grain size, mesh no.
40-60 80-100 Sand grain size, mesh no.
21 22
2.5
7000 6000 5000 4000 3000 2000 1000 0
∆Pgrowth, MPa
0.6
tgrowth, min
0.8
∆Pnucleation, MPa
tnucleation, min
a. Hydrate nucleation time and pressure drop 3500 3000 2500 2000 1500 1000 500 0
Shf, %
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
Page 14 of 23
80-100 Sand grain size, mesh no.
40-60 80-100 Sand grain size, mesh no.
Figure 11 Effect of sand grain size on CH4 hydrate formation in porous media
26
27
At the ideal conditions when gas and water are distributed evenly in porous media, the gas and
Effect of contact between gas and water
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Page 15 of 23
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
Energy & Fuels
1
water for hydrate formation can contact each other adequately. Rock particles and minerals in
2
sediments can be used as the crystal nucleus for hydrate nucleation. The capillary force can drive
3
the water to the gas-water interface to promote the hydrate formation. In this case, smaller sand
4
grain can provide more contact area for gas and water as well as larger capillary pressure for faster
5
water supply. Hence, from this point of view, it seems reasonable that the hydrate formation rate
6
will increase as the sand grain size decreases (Zhang et al, 2011).
7
However, under most real conditions of gas hydrate accumulation, the gas and water in
8
sediments cannot contact each other uniformly. In the reactor of this study, the injected CH4 gas will
9
accumulate at the top of the reactor. The middle zone of the reactor is a gas-water transition belt,
10
while the bottom of the reactor is only filled with water in pores. The gas-water transition belt is the
11
ideal zone where gas and water can contact each other sufficiently and form gas hydrate at a fast
12
rate. However, as more and more hydrates form, the solid gas hydrate will block the pores, and
13
restrict the contact between the gas at the top and the water at the bottom of the reactor. Especially
14
when the clay content is high, or the sand grain size is small, the small-size pore is more easily
15
plugged by the solid hydrate. In this case, the effective contact between gas and water will mainly
16
rely on the capillary force driving the bottom water to the top as well as the dissolved gas in water
17
diffusing to the bottom of the reactor. This process can present a very slow apparent hydrate
18
formation rate, and further reach a low hydrate saturation. In addition, the nucleation process of the
19
hydrate is more likely to occur on the weak hydrophilic surface (Bai, 2013), but the presence of clay
20
minerals in the reactor will significantly enhance the hydrophilicity of the pore surface, which tends
21
to increase the hydrate nucleation time. All of these factors can cause the difficult judgment of the
22
hydrate nucleation and growth stages according to the pressure variation in the reactor.
23 24
3.3 Reaction kinetic model of hydrate formation
25
3.3.1 Reaction kinetic model of hydrate nucleation
26
Natural gas hydrate nucleation rate (J) can be calculated using the model proposed by
27
(Natarajan et al, 1994), as shown in the following equation (8). It is an expression relevant to the
28
oversaturation factor of CH4 in water (S). The induction time of hydrate nucleation (t) can be
29
further predicted using the empirical equation (9).
30
ܵ(݇ = ܬ− 1)
( 8)
31
ߙ = ݐ/ܬ
(9)
32
where J is the hydrate nucleation rate, mol/m3/day; S is the oversaturation factor of CH4 in water; t
33
is the induction time of hydrate nucleation, day; k, n, α, and r are constant coefficients.
34
The oversaturation factor S can be calculated using the apparent CH4 concentration in water ACS Paragon Plus Environment
Energy & Fuels
1
divided by the CH4 solubility in water at the same temperature and pressure. The apparent CH4
2
concentration in water can be estimated based on the pressure drop in the gas dissolution stage at
3
the beginning of the experiment, while the CH4 solubility in water can be predicted using the
4
Duan’s model (Duan et al, 1992). Based on the experimental results of the first 4 cases (cases 5 and
5
6 were not used because no obvious hydrate nucleation stage was observed), the parameters S-1 and
6
J were calculated and listed in Table 3. Through parameter regression, the constants k=784.16,
7
n=0.4644, α=14.599, and r=-0.653 were obtained (see Figure 12). It can be seen that the rate of
8
hydrate nucleation strongly depends on the CH4 oversaturation in porous water. As the CH4
9
oversaturation in water increases, the hydrate nucleation rate rises from 260 to 911 mol/m3/day,
10
while the induction time of hydrate crystallization declines from 0.389 to 0.181 day. However, the
11
correlation between the hydrate nucleation rate and the P-T conditions is not obvious in this study.
12 13 Parameter
Table 3 Main hydrate nucleation parameters calculated Case 1 Case 2 Case 3
Case 4
t, day
0.174
0.243
0.181
0.389
S-1
0.753
0.256
1.530
0.195
684
620
911
260
3
J, mol/m /day 14
hyrate induction time t, day
1200 Hydrate nucleation rate J, mol/m3/day
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
Page 16 of 23
a. J-(S-1)
1000 800 600
y = 784.16x0.4644 R² = 0.6803
400 200 0 0.0
15 16 17 18
0.5
1.0 S-1
1.5
2.0
0.50
b. t-J
y = 14.599x-0.653 R² = 0.8976
0.40 0.30 0.20 0.10 0.00 0
200
400 600 J, mol/m3/day
800
1000
Figure 12 Parameter fitting results of hydrate nucleation kinetic model
3.3.2 Reaction kinetic model of hydrate growth
19
As mentioned above, the difference between the CH4 gas pressure (pg) and the three-phase
20
(gas-water-hydrate) equilibrium pressure (pe) is the driving force for hydrate growth. When pg>pe,
21
gas hydrate forms, when pg