KnE Materials Science | Sino-Russian ASRTU Conference Alternative Energy: Materials, Technologies, and Devices | pages: 168-179

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1. Introduction

Natural gas hydrate (NGH) has always been considered an important potential energy source. It has a wide distribution range, large resource reserves, and high energy density, each volume of hydrate is typically equivalent to 160–180 volumes of methane gas [1,2]. With the increasing importance of natural gas in today's energy structure, possibility of exploitation of natural gas hydrates has become an international research hotspot [3,4]. Marine natural gas hydrate (MNGH) accounts for 99% of the global hydrate resources, 90% of which are deposited in marine clayey silt sediments [5]. Because of its enormous reserves, hydrate in clayey silt sediments has great economic benefits and development prospects [6]. However, the large-scale commercial exploitation of hydrates is severely restricted by technology [7,8]. In order to expand the hydrate technology reserves, it is very important to develop MNGH exploitation technology [9,10].

At present, the research on the exploitation technology of NGH and the development of related production systems are still in the early stage [11]. Conventional NGH exploitation methods mainly include depressurization, thermal stimulation, inhibitor injection, CO 2 replacement method, combined exploitation method, and solid exploitation method [12,13]. International NGH field production is shown in Table 1 [14]. The first three ones use NGH instability dissociation characteristics to extract natural gas, while the more recent CO 2 replacement method, combined exploitation method, and solid exploitation method have unique production mechanism, corresponding to the suitable hydrate-bearing area [15,16]. In terms of research level, depressurization has been extensively studied and widely recognized in many countries, and field production tests have been carried out in many places [17]. Thermal stimulation and inhibitor injection are no longer used alone because of the low efficiency. Other methods are still in their infancy and further research is needed [18,19].

Table 1

International NGH field production.


Time Location Reservoir Method Production Time (days) Total gas production (m3) Termination reason
1967 Messoyakha, Russia Sand sediments Inhibitor injection Completed, Low production efficiency
2002 Mackenzie Delta, Canada Sand sediments Thermal stimulation 5 463 Low production efficiency & Sand production
2007 Depressurization 0.5 830
2008 Depressurization 6 13000
2012 Alaska, USA Sand sediments CO 2 replacement 30 24000 Low production efficiency
2013 Eastern Nankai trough, Japan Sand sediments Depressurization 6 119000 Severe sand production
2017.5 Sand sediments Depressurization 12 35000 Severe sand production
2017.6 Sand sediments Depressurization 24 200000 Completed, low production efficiency
2017.5 South Sea, China Clayey silt sediments Improved depressurization 60 309000 Completed, low production efficiency
2017.5 South Sea, China Clayey silt sediments Solid exploitation method Completed, low production efficiency

Although many methods have been carried out in the field production tests, the gap between theoretical research and practical engineering applications is still large [20]. And current methods for MNGH exploitation are mainly used for hydrate in sand sediments, which have certain limitations and cannot meet commercial production requirements [21,22]. Therefore, there are still many production mechanisms and process technical problems that need to be solved, and there is an urgent need for safe, efficient, and economical MNGH exploitation methods.

According to the characteristics of MNGH reservoirs, which meet the requirements of high pressure water jet technology [23,24], we propose high pressure and low temperature water jet method for MNGH exploitation. In this article, we have assessed the progress in current MNGH exploitation method research, MNGH trials exploitation project, and project termination reason. Based on it, we have analyzed the research status and characteristics of the solid exploitation method, which is recognized as a promising new method. The high pressure and low temperature water jet method is compared with the current methods to study its characteristics and analyze its advantages and differences with other solid exploitation technologies. A self-developed multi-functional rock crushed simulation test device has been used for high pressure and low temperature water jet method test; we have analyzed its characteristics, determined the critical velocity, and also analyzed its feasibility and prospect.

2. Methods

According to the low temperature, high pressure, shallow buried depth, and low consolidation characteristics of MNGH bearing sediments, which meet the requirements of high pressure water jet technology [22,23], we propose high pressure and low temperature water jet method of exploiting MNGH. The MNGH bearing sediments are cut and broken in the submerged environment by regulating the velocity, pressure, and temperature parameters of water jet. The hydrate particles are transported by hydraulic pipeline, and the safety dissociation of hydrates is controlled during the mining process, so that the natural gas can be obtained.

The high pressure and low temperature water jet method belongs to solid exploitation methods. Compared with other current MNGH exploitation methods, it has the advantages of solid exploitation methods [24]. Because the high pressure water jet is used as the working medium, the method has the advantages of deeper exploitation depth and smaller operation surface. Moreover, the broken particles are more uniform, so there is also no need for the complicated grinding process on the seabed [25]. At the same time, the friction loss of the mechanical rotary drilling tool is avoided [26].

We use a self-developed multi-functional rock crushed simulation test device for studying high pressure water jet breaking of hydrate sediments. The test sample of hydrate bearing sediments was synthesized using tetrahydrofuran (THF) and sea sand, and the breaking test of THF bearing hydrate sediments under the high pressure water jet was carried out to analyze characteristics and feasibility of high pressure and low temperature water jet method.

This self-developed multi-functional rock crushed simulation test device is shown in Figures 1 and 2. Technical indices of the test device are as follows. The maximum pressure of the visible chamber reactor is 15 MPa, the size of the sample is 60 x 60 x 150 mm 3 , the maximum pressure of the constant speed and pressure pump is 25 MPa, the maximum working pressure of the high pressure water jet pump is 20 MPa, the flow rate is 0 2.5 L/min, the inner diameter of the water jet nozzle is 1 mm, the precision error of the pressure sensor is superior to 0.2%F.S, the working temperature of the constant temperature box is –20 50 C.

Figure 1

Multi-functional rock crushed simulation test device: 1 – control cabinet; 2 – pressure regulating valve; 3 – confining pressure hand pump; 4 – gas injection hand pump; 5 – constant speed and pressure axial pressure pump; 6 – incubator; 7 – visible chamber reactor; 8 – water jet pump; 9 – vacuum pump.

fig-1.jpg
Figure 2

Front view of visible chamber reactor: 1 – nozzle; 2 – tee coupling; 3 – upper cover; 4 – visible chamber; 5 – sapphire window; 6 – support; 7 – axial pressure loading chamber; 8 – bottom cover.

fig-2.jpg

The experiment used THF solution of 99.9% purity, sea sand was washed and dried by distilled water. The median diameter of sea sand was 1 mm after sieving. Saturation of the sample is 50%. According to the equations (1–4), the amount of the solution was calculated.

Vφs2=Vs1*(K+φa1)

(1)

Vl=Vφs2*SH

(2)

VTHF+Vw=Vl

(3)

ρTHFVTHFρTHFVTHF+ρwVw=19%,

(4) where Vs1 – volume of chamber, K – degree of compaction of sea sand, φa – accumulation porosity of the sea sand, Vφs2 – pore volume of the sample, Vl – liquid volume, SH – saturation of the sample, VTHF – volume of THF, Vw – volume of water.

After calculation, the volume of sea sand was 866.44 cm 3 , THF was 24.78 ml, and distilled water was 88.07 ml; the THF solution was configured for standby. The experimental operation included the following operations:

  • mix the prepared THF solution with sea sand evenly, put it into the test chamber, install the upper cover of the test chamber, and seal it;

  • connect the pipeline, set constant speed and pressure axial pressure pump to 3 MPa, set confining pressure to 1 MPa, and compact the sample;

  • after the compaction, check the tightness of the pipe and the thread interface, put the reactor into the constant temperature water bath to synthesize hydrates. The temperature of the water bath was set to –9 C and the synthesis time was 24 h;

  • after the hydrate was completely synthesized, connect the water jet nozzle and drainage pipeline. Set water jet flow velocity to 1100 ml/min (experiment 1), 1300 ml/min (experiment 2), 1500 ml/min (experiment 3), and 1700 ml/min (experiment 4) separately, set the jet distance to 0.5 cm. Then open the high pressure water pump to break the hydrate sediment, and keep the water jet during 30 s;

  • after the experiment, open the upper cover and eliminate the residual liquid and the broken sand. Then start observing the breaking effect, measure the broken-rock volume, the breaking depth, and the diameter of the breaking pit.

3. Results

The 3D dimension of pit was measured after the water jet breaking experiment, the result is shown in Table 2. With experiment 1 (flow velocity 1100 ml/min) as the basic group, the broken-rock volume and depth of the pit increased with the increase of the water jet flow velocity. The broken-rock volume increased by 28.40%, 31.73%, and 36.50%, respectively, while the breaking depth increased by 7.85%, 3.99%, and 1.81%, respectively.

Table 2

Experimental results of hydrate deposits under different jet flow conditions.


Experiment Number Parameter Experimental Result
Flow Velocity ( ml/min) Jet Distance (cm) Hydrate Saturation (%) Broken-rock Volume (cm 3 ) Pit Depth (cm) Pit Diameter (cm)
1 1100 0.5 50 81 7.9 5.07
2 1300 0.5 50 104 8.52 5.3
3 1500 0.5 50 137 8.86 5.82
4 1700 0.5 50 187 9.02 6.82

The pit crater and the shape of internal form was observed. For experiments 1, 2, and 3, pit morphology had the same type, the diameter of the pit was obviously smaller than the bottom diameter, and the size of the pit was different. In experiment 4, the bottom of the pit was the same as that of the first 3 groups, but the surface of the sample had a large area of breakage. In Experiment 1, the diameter of the pit was 2.71 cm and the maximum diameter of the bottom was 5.07 cm. In Experiment 2, the diameter of the pit crater was 3.9 cm and the maximum diameter of the bottom was 5.3 cm. In Experiment 3, the length of the pit crater was 4.36 cm, the width of the pit crater was 3.32 cm, and the maximum diameter of the bottom was 5.82 cm. In Experiment 4, the diameter of the pit crater was 7.85 cm and the maximum diameter of the bottom was 6.82 cm. Experimental breaking pits are shown in Figures 3–5.

Figure 3

Experiment 1 (1100 ml/min) breaking pit.

fig-3.jpg
Figure 4

Experiment 2 (1300 ml/min) breaking pit.

fig-4.jpg
Figure 5

Experiment 3 (1500 ml/min) and experiment 4 (1700 ml/min) breaking pit.

fig-5.jpg
Figure 6

Jet flow and broken-rock volume diagram.

fig-6.jpg

By analyzing the flow and broken-rock volume of water jet in the experimental of Table 2, it was found that the water jet flow (x-axis) had a linear relationship with the broken-rock volume (Y-axis). The fitted equation is:

𝑉=0.1585𝑄128.15.

Jet flow and broken-rock volume diagram is shown in Figure 6. When V = 0, the water jet flow (Q) was the critical velocity of hydrate bearing sediments under the action of water jet. Therefore, the critical breaking flow Qc = 808.5 ml/min. The diameter of the nozzle d = 1 mm, and the critical breaking velocity of hydrate bearing sediments V C = 16.84 m/s.

4. Conclusion

Characteristics and critical velocity of high pressure water jet breaking hydrate bearing sediments were studied. The three-dimensional size of the pit indicates that as the flow rate of the water jet increases, the broken-rock volume, the pit depth, and the internal diameter of the pit become larger. However, the growth rate of broken-rock volume increased and the growth rate of breaking depth decreased. The reason for this phenomenon is that when the flow rate of the water jet increases, the radial flow velocity generated by the water jet diffusion effect increases, strengthening the scouring effect of the pit surface sediments and enhancing the radial direction of the pit. The expansion causes the diameter of the lower part of the pit to become larger, resulting in the growth rate of broken-rock volume increase. On the other hand, as the breaking proceeds, the submerged fluid resistance and the reverse flow fluid flow rate increase together, resulting in an increase of the water jet resistance, and decrease of the energy for the downward crushing, so that the growth rate of the pit depth becomes small.

The pit crater and internal shape were analyzed. This is because when the water jet flow rate is increased, the scouring effect is stronger, and the flow velocity of return fluid is bigger, which causes greater tensile stress on the contact surface, resulting in a bigger surface cracking.

The critical breaking velocity of MNGH bearing sediments V C = 16.84 m/s, according to the results of laboratory experiments, high pressure and low temperature water jet method is feasible for hydrate exploitation.

As a new MNGH solid exploitation method, there are still many questions waiting to be carried out of the transition from laboratory experiments to practical projects. In the future, simulation experiments can be further improved; it is necessary to design a complete set of mining processes, conduct economic analysis, and, finally, carry out field experiments with a certain period of time.

Funding

This research was funded by the National Natural Science Foundation of China through the `The research on rock fragmentation process and mechanism of marine gas hydrate bearing sediment under the action of high pressure and low temperature water jet' surface project [41672361, 2017/1-2020/12]. Also funded by the Science and Technology Development Plan Project of Jilin province through the `Research on Key Technologies of Marine Gas Hydrate Replacement exploitation' [20170414044GH, 2017/1-2019/12]. It was also supported by project the `Oil shale underground in-situ development and utilization demonstration project' [SXGJSF2017-5, 2017/1-2022/12].

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