WO2022237777A1 - Method for reinforcing natural gas hydrate reservoir - Google Patents

Method for reinforcing natural gas hydrate reservoir Download PDF

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Publication number
WO2022237777A1
WO2022237777A1 PCT/CN2022/091976 CN2022091976W WO2022237777A1 WO 2022237777 A1 WO2022237777 A1 WO 2022237777A1 CN 2022091976 W CN2022091976 W CN 2022091976W WO 2022237777 A1 WO2022237777 A1 WO 2022237777A1
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Prior art keywords
hydrate
natural gas
gas hydrate
channel
zone
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PCT/CN2022/091976
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French (fr)
Chinese (zh)
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王誉泽
杨建宇
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南方科技大学
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Publication of WO2022237777A1 publication Critical patent/WO2022237777A1/en

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    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B33/00Sealing or packing boreholes or wells
    • E21B33/10Sealing or packing boreholes or wells in the borehole
    • E21B33/13Methods or devices for cementing, for plugging holes, crevices, or the like

Definitions

  • the application relates to the technical field of marine resources and basic engineering, in particular to a method for reinforcing natural gas hydrate reservoirs.
  • Natural gas hydrate is a cage compound formed by methane and other hydrocarbon gases and water under high pressure and low temperature conditions. As a new type of clean combustion energy, it has the characteristics of high combustion density, wide distribution range and high content, and has become one of the hot spots in the field of energy science research.
  • Existing exploration results show that natural gas hydrates are mainly distributed in the arctic permafrost and the deep water area of 300-3000 m deep in the coastal continental shelf. Preliminary estimates indicate that the global natural gas hydrate resources are about 21 ⁇ 1015 m3, and the resources are the global carbon-containing compounds. Twice of that, about 95% of which occur in the deep sea.
  • the natural gas hydrate in the Shenhu area of the South my country Sea belongs to the argillaceous silt type reservoir type, which accounts for more than 90% of the world's resources. Therefore, strengthening the argillaceous siltstone clay is of great significance for the safe and efficient exploitation of hydrates.
  • the existing reinforcement of natural gas hydrate reservoirs is mainly to inject cement slurry through the wellbore or artificially drilled small holes, and use the strength increase of cement to strengthen the hydrate reservoir.
  • Due to the high density of cement slurry and the mud Silt reservoirs have low permeability, and usually only cement stones with high strength will be formed in a small area near the wellbore and slimhole to strengthen the reservoir.
  • the high-strength cement stone supports the formation near the wellbore.
  • This method can only reinforce the natural gas hydrate reservoir near the well, resulting in a limited reinforcement range and uneven reinforcement effect of the gas hydrate reservoir extending from the wellbore wall to the reservoir; on the other hand, the use of cement
  • the way of pouring reinforcement will reduce the permeability of hydrate reservoirs and affect the production capacity of hydrates.
  • the heat generated by cement solidification will cause hydrates to decompose, which may affect the stability of hydrate reservoirs reinforcement.
  • the main purpose of the present application is to provide a natural gas hydrate reservoir strengthening method, aiming at improving the existing natural gas hydrate reservoir technology.
  • the present application provides a natural gas hydrate reservoir reinforcement method
  • the natural gas hydrate reservoir includes an upper overburden layer and a lower overburden layer, and the upper overburden layer and the lower overburden layer are endowed A hydrate zone where natural gas hydrates are stored, where seepage channels exist in the hydrate zone
  • the natural gas hydrate reservoir reinforcement method includes:
  • the cementing fluid is injected into the percolation channel of the hydrate zone at intervals of a first preset period of time, so that the cementing fluid and the microbial solution generate The reaction produced a precipitate.
  • the step of injecting the microbial solution that can increase the alkalinity and promote the production of carbonate radicals into the percolation channel of the hydrate zone includes:
  • the configured microbial solution that can increase the alkalinity and promote the generation of carbonate is injected from the offshore platform along the communication channel into the percolation channel of the hydrate zone.
  • the step of constructing a communication channel connecting the offshore platform and the seepage channel of the hydrate zone includes:
  • the offshore drilling platform and ocean drilling technology are used for drilling construction to form the drilling process, the upper end of the drilling process communicates with the offshore platform, and the lower end of the drilling well extends into the lower overburden.
  • the depth of the drilling into the lower overburden is 1/20-1/5 of the thickness of the hydrate zone.
  • the microbial solution that can increase the alkalinity and promote the generation of carbonate includes a liquid of Bacillus pasteurianus.
  • the natural gas hydrate reservoir reinforcement method further includes:
  • the cementing liquid is injected into the seepage channel of the hydrate zone along the communication channel at intervals of a second preset time period.
  • the natural gas hydrate reservoir reinforcement method further includes:
  • the step of injecting the cementing liquid into the seepage channel of the hydrate zone along the communication channel is repeated for a preset number of times at the interval of a second preset time.
  • the preset times are 10-12 times.
  • the communication channel is communicated with a booster pump
  • the step of injecting the configured microbial solution that can increase the alkalinity and promote the production of carbonate from the offshore platform along the communication channel to the seepage channel of the hydrate zone includes:
  • the configured microbial solution that can increase the alkalinity and promote the formation of carbonate radicals is injected into the percolation channel of the hydrate zone along the communication channel in the form of high pressure.
  • Well logging technology was used to evaluate the changes of porosity, permeability, Poisson's ratio and elastic modulus of hydrate reservoirs before and after reinforcement.
  • the microbial solution by injecting the microbial solution into the seepage channel of the hydrate zone, it can flow and diffuse along the seepage channel of the hydrate zone, thereby uniformly distributing the microbial solution in the natural gas hydration zone. Then inject cementing fluid into the seepage channel of the hydrate zone, and the microbial solution hydrolyzes urea in the natural gas hydrate reservoir to generate a large amount of carbonate ions, which then undergoes a precipitation reaction with the cementing fluid. Calcium carbonate precipitation completes the reinforcement of the natural gas hydrate reservoir.
  • the technical solution of this application expands the reinforcement range of the natural gas hydrate reservoir, and the reaction has no heat release, maintaining the stability of the hydrate reservoir Moreover, due to the continuous increase of the total amount of calcium carbonate precipitation and the continuous growth of crystal particles in the seepage pores of the hydrate reservoir, the particle size distribution and soil composition ratio of the original muddy silt hydrate reservoir are improved, and the hydration rate is promoted. Improvement of the seepage capacity of the reservoir.
  • Fig. 1 is a schematic structural diagram of the operating environment involved in the embodiment scheme of the present application.
  • Fig. 2 is a schematic flow chart of the first embodiment of the natural gas hydrate reservoir strengthening method of the present application
  • Fig. 3 is a schematic flow chart of the second embodiment of the natural gas hydrate reservoir strengthening method of the present application.
  • Fig. 4 is a schematic flow chart of the third embodiment of the natural gas hydrate reservoir strengthening method of the present application.
  • Fig. 5 is a schematic flowchart of a fourth embodiment of the natural gas hydrate reservoir strengthening method of the present application.
  • the natural gas hydrate reservoir includes an upper overburden 1 and a lower overburden 2, and between the upper overburden 1 and the lower overburden 2 is a hydrate zone 3 where gas hydrates occur, and the hydrate There is a seepage channel 4 in the object area 3.
  • the upper covering layer 1 is located at a sea depth of 1200m
  • the thickness of the upper covering layer 1 is 400m
  • the thickness of the hydrate area 3 is 270m
  • the seabed temperature is At about 10°C
  • the seabed pressure is about 10 MPa
  • FIG. 2 is a schematic flowchart of a first embodiment of the natural gas hydrate reservoir strengthening method of the present application.
  • the natural gas hydrate reservoir reinforcement method includes the following steps:
  • Step S10 injecting a microbial solution capable of increasing alkalinity and promoting carbonate formation into the percolation channel 4 of the hydrate zone 3;
  • the microbial solution that can increase the alkalinity and promote the generation of carbonate includes the Bacillus pasteurian liquid.
  • the alkaline The microbial solution that promotes the generation of carbonate mainly refers to the Bacillus pasteurian solution, the concentration OD600 is 1.0, and the urea hydrolysis efficiency is 20-40 mM/h.
  • step S10 the microbial solution that can increase the alkalinity and promote the generation of carbonate is injected into the percolation channel 4 of the hydrate zone 3.
  • injecting the microbial solution that can increase the alkalinity and promote the generation of carbonate due to the nature of the solution, high-pressure injection can be used to make it cover a wider area, and the microbial solution can also flow and diffuse along the seepage channel 4 of the hydrate zone 3, so that the distribution is more extensive and uniform.
  • Step S20 after the injection of the microbial solution that can increase the alkalinity and promote the formation of carbonate radicals, inject the cementing liquid into the percolation channel 4 of the hydrate zone 3 at intervals of a first preset time interval, so that the cementing liquid and The microbial solution that can increase the alkalinity and promote the generation of carbonate reacts to form a precipitate 6 .
  • the first preset time here is generally 2 to 12 hours .
  • the cementing liquid refers to containing 0.5M calcium chloride, 0.75M A solution of urea and 3g/L beef extract.
  • the microbial solution is evenly distributed by injecting the microbial solution into the seepage channel 4 of the hydrate zone 3 so that it can flow and diffuse along the seepage channel 4 of the hydrate zone 3
  • cementing fluid is then injected into the percolation channel 4 of the hydrate zone 3
  • the microbial solution hydrolyzes urea in the natural gas hydrate reservoir to generate a large amount of carbonate ions, thereby forming a reaction with the cementing fluid.
  • Precipitation reaction through the calcium carbonate precipitation 6 generated by the reaction, the reinforcement of the natural gas hydrate reservoir is completed.
  • the technical solution of this application expands the reinforcement range of the natural gas hydrate reservoir, and the reaction has no heat release , to maintain the stability of the hydrate reservoir, and, due to the continuous increase of the total amount of calcium carbonate precipitate 6 and the continuous growth of crystal particles in the percolation pores of the hydrate reservoir, the particle size of the original muddy silt hydrate reservoir is improved The distribution and proportion of soil components promote the improvement of the seepage capacity of hydrate reservoirs.
  • FIG. 3 is a schematic flowchart of a second embodiment of a natural gas hydrate reservoir strengthening method of the present application.
  • step S10 of the natural gas hydrate reservoir reinforcement method in this embodiment further includes:
  • Step S01 Construct a communication channel connecting the offshore platform and the seepage channel 4 of the hydrate zone 3;
  • the S01 includes: The drilling 5 is constructed by adopting the offshore drilling 5 platform and the offshore drilling 5 technology to form the drilling 5 , the upper end of the drilling 5 communicates with the offshore platform, and the lower end of the drilling 5 extends into the lower covering layer 2 .
  • the deep sea drilling 5 is carried out using the deep sea drilling 5 platform, the depth of the drilling 5 is related to the mechanical properties of the upper overburden 1, the lower overburden 2 and the hydrate zone 3, and the drilling 5 goes deep into the lower
  • the depth of the overburden layer 2 is 1/20 ⁇ 1/5 of the thickness of the hydrate zone 3.
  • the depth of the drilling 5 penetrating into the lower overburden layer 2 is 1/5 of the thickness of the hydrate zone 3. 10.
  • the diameter of the opening of the borehole 5 is 1.5m, and the borehole 5 goes down to a depth of 20m in the lower overburden layer 2, and the diameter of the bottom of the well is reserved for 0.8m.
  • the drilling fluid selected during drilling 5 must not only meet the basic requirements of the formation, but also be able to effectively prevent hydrate decomposition.
  • Step S02 Inject the configured microbial solution that can increase the alkalinity and promote the generation of carbonate from the offshore platform along the communication channel to the percolation channel 4 of the hydrate zone 3 .
  • FIG. 4 is a schematic flowchart of a third embodiment of a natural gas hydrate reservoir strengthening method of the present application.
  • the natural gas hydrate reservoir strengthening method of this embodiment further includes:
  • Step S30 injecting the cementing liquid into the percolation channel 4 of the hydrate zone 3 along the communication channel at intervals of a second preset time period.
  • the second preset time interval the cementing fluid is injected into the percolation channel 4 of the hydrate zone 3 along the communication channel, so that the natural gas hydrate reservoir can be reinforced twice, so that the effect of reinforcement is better.
  • the second preset time period here generally refers to about 24 hours, so as to allow enough time for the microbial solution to react with the cementing fluid.
  • FIG. 5 is a schematic flowchart of a fourth embodiment of a natural gas hydrate reservoir strengthening method of the present application.
  • a step S40 is further included: repeating the step of injecting the cementing liquid into the percolation channel 4 of the hydrate zone 3 along the communication channel for a preset number of times at the second preset time interval.
  • the gas hydrate reservoir can be reinforced in multiple layers, and the reinforcement effect on the gas hydrate reservoir is further optimized.
  • the communication channel is connected with a booster pump, specifically, the booster pump can be arranged on the offshore platform, or inside the communication channel, if the booster pump is arranged in the For the interior of the communication channel, the liquid and solid particles in the communication channel will cause certain wear and tear on the booster pump, or the booster pump will hinder the liquid in the communication channel to a certain extent, and , the booster pump is not easy to replace, therefore, in this embodiment, the booster pump is set on the offshore platform;
  • the step of injecting the platform into the percolation channel 4 of the hydrate zone 3 along the communication channel includes:
  • the configured microbial solution that can increase the alkalinity and promote the formation of carbonate radicals is injected into the seepage channel 4 of the hydrate zone 3 along the communication channel in the form of high pressure.
  • the step of injecting the cementing liquid into the percolation channel 4 of the hydrate zone 3 along the communication channel at the second preset time interval After repeating the steps a preset number of times, also include:
  • Well logging technology was used to evaluate the changes of porosity, permeability, Poisson's ratio and elastic modulus of hydrate reservoirs before and after reinforcement.
  • the logging technology here is an existing technology. It can adopt the method of acoustic wave time difference logging, nuclear magnetic logging, resistivity logging and other schemes. It will not be explained in detail here. Through the evaluation of the above parameters, it can be very intuitive The effect of previous reinforcement was detected, and then the quality evaluation system for MICP technology to strengthen and improve permeability hydrate reservoirs was established.

Abstract

The present invention relates to a method for reinforcing a natural gas hydrate reservoir. The natural gas hydrate reservoir comprises an upper covering layer (1) and a lower covering layer (2), wherein a hydrate region (3) for natural gas hydrate occurrence is arranged between the upper covering layer (1) and the lower covering layer (2), and a seepage channel (4) is present in the hydrate region (3). The method comprises: injecting a microbial solution capable of improving alkalinity and promoting generation of carbonate into a seepage channel (4) of a hydrate region; and after the injection of the microbial solution capable of improving alkalinity and promoting generation of the carbonate, injecting a cement liquid into the seepage channel (4) of the hydrate region at an interval of a first preset time length, such that the cement liquid reacts with the microbial solution capable of improving alkalinity and promoting generation of the carbonate to generate sediment (6). By means of the method, the effects of expanding a reinforcing range of an argillaceous silty sand hydrate reservoir, reinforcing the argillaceous silty sand hydrate reservoir and also improving the permeability of the argillaceous silty sand hydrate reservoir, reducing the heterogeneity of a reinforcement effect of the hydrate reservoir along with change of a horizontal distance, and improving grain size distribution of the hydrate and a composition proportion of a soil body can be achieved.

Description

一种天然气水合物储层加固方法A method for strengthening natural gas hydrate reservoir
本申请要求于2021年5月12日提交中国专利局、申请号为202110520352.X、申请名称为“一种天然气水合物储层加固方法”的中国专利申请的优先权,其全部内容通过引用结合在申请中。This application claims the priority of the Chinese patent application with the application number 202110520352.X and the application title "A Natural Gas Hydrate Reservoir Strengthening Method" filed with the China Patent Office on May 12, 2021, the entire contents of which are incorporated by reference in application.
技术领域technical field
本申请涉及海洋资源及基础工程技术领域,尤其涉及一种天然气水合物储层加固方法。The application relates to the technical field of marine resources and basic engineering, in particular to a method for reinforcing natural gas hydrate reservoirs.
背景技术Background technique
天然气水合物是在高压低温条件下甲烷等烃类气体与水形成的笼型化合物。作为一种新型清洁燃烧能源,它具备燃烧密度高、分布范围广泛和赋存含量高等特点,现已成为当下能源科学研究领域的热点之一。已有勘探结果表明:天然气水合物主要分布于北极冻土带和沿海大陆架300~3000m水深的深水区,初步估计,全球天然气水合物资源量约为21×1015m3,其资源量为全球含碳化合物的两倍,其中约95%赋存在深海区域。在我国南海神狐海域的天然气水合物,属于泥质粉砂型储层类型,该类型资源量在世界上占比超过90%,因此加固泥质粉砂岩粘土对水合物安全高效开采有重要意义。Natural gas hydrate is a cage compound formed by methane and other hydrocarbon gases and water under high pressure and low temperature conditions. As a new type of clean combustion energy, it has the characteristics of high combustion density, wide distribution range and high content, and has become one of the hot spots in the field of energy science research. Existing exploration results show that natural gas hydrates are mainly distributed in the arctic permafrost and the deep water area of 300-3000 m deep in the coastal continental shelf. Preliminary estimates indicate that the global natural gas hydrate resources are about 21×1015 m3, and the resources are the global carbon-containing compounds. Twice of that, about 95% of which occur in the deep sea. The natural gas hydrate in the Shenhu area of the South my country Sea belongs to the argillaceous silt type reservoir type, which accounts for more than 90% of the world's resources. Therefore, strengthening the argillaceous siltstone clay is of great significance for the safe and efficient exploitation of hydrates.
现有的对天然气水合物储层的加固,主要是通过井筒或人工钻出的小井眼注入水泥浆,利用水泥固化后强度增加来加固水合物储层,但由于水泥浆密度较高以及泥质粉砂储层渗透率低,通常只会在靠近井筒和小井眼附近小范围内形成强度较高的水泥石,进而加固储层,然而常用水泥浆加固储层手段加固范围有限,只能通过固化后高强度水泥石对近井地带地层进行支撑。这种方式,一方面,只能加固钻井附近的天然气水合物储层,从而导致加固范围有限和水合物储层从井筒壁向储层方向沿伸的加固效果不均匀,另一方面,使用水泥浇筑加固的方式会导致水合物储层渗透率降低,影响水合物的产能,同时水泥固化放热导致水合物分解,可能影响水合物储层加固稳定性。The existing reinforcement of natural gas hydrate reservoirs is mainly to inject cement slurry through the wellbore or artificially drilled small holes, and use the strength increase of cement to strengthen the hydrate reservoir. However, due to the high density of cement slurry and the mud Silt reservoirs have low permeability, and usually only cement stones with high strength will be formed in a small area near the wellbore and slimhole to strengthen the reservoir. The high-strength cement stone supports the formation near the wellbore. This method, on the one hand, can only reinforce the natural gas hydrate reservoir near the well, resulting in a limited reinforcement range and uneven reinforcement effect of the gas hydrate reservoir extending from the wellbore wall to the reservoir; on the other hand, the use of cement The way of pouring reinforcement will reduce the permeability of hydrate reservoirs and affect the production capacity of hydrates. At the same time, the heat generated by cement solidification will cause hydrates to decompose, which may affect the stability of hydrate reservoirs reinforcement.
上述内容仅用于辅助理解本申请的技术方案,并不代表承认上述内容是现有技术。The above content is only used to assist in understanding the technical solution of the present application, and does not mean that the above content is admitted as prior art.
技术问题technical problem
本申请的主要目的在于提供一种天然气水合物储层加固方法,旨在改善现有的天然气水合物储层的工艺。The main purpose of the present application is to provide a natural gas hydrate reservoir strengthening method, aiming at improving the existing natural gas hydrate reservoir technology.
技术解决方案technical solution
为实现上述目的,本申请提供了一种天然气水合物储层加固方法,所述天然气水合物储层包括上覆盖层和下覆盖层,所述上覆盖层和所述下覆盖层之间为赋存天然气水合物的水合物区,所述水合物区存在渗流通道,所述天然气水合物储层加固方法包括:To achieve the above purpose, the present application provides a natural gas hydrate reservoir reinforcement method, the natural gas hydrate reservoir includes an upper overburden layer and a lower overburden layer, and the upper overburden layer and the lower overburden layer are endowed A hydrate zone where natural gas hydrates are stored, where seepage channels exist in the hydrate zone, and the natural gas hydrate reservoir reinforcement method includes:
将可提高碱度并促进碳酸根生成的微生物溶液注入所述水合物区的渗流通道;Injecting a microbial solution that can increase alkalinity and promote carbonate formation into the percolation channel of the hydrate zone;
在所述可提高碱度并促进碳酸根生成的微生物溶液注入后,间隔第一预设时长将胶结液注入至所述水合物区的渗流通道,以使得所述胶结液与所述微生物溶液发生反应生成沉淀。After the microbial solution that can increase the alkalinity and promote the formation of carbonate radicals is injected, the cementing fluid is injected into the percolation channel of the hydrate zone at intervals of a first preset period of time, so that the cementing fluid and the microbial solution generate The reaction produced a precipitate.
在一实施例中,所述将可提高碱度并促进碳酸根生成的微生物溶液注入所述水合物区的渗流通道的步骤包括:In one embodiment, the step of injecting the microbial solution that can increase the alkalinity and promote the production of carbonate radicals into the percolation channel of the hydrate zone includes:
构建连通海上平台和所述水合物区的渗流通道的连通通道;constructing a communication channel connecting the offshore platform and the seepage channel of the hydrate zone;
将配置好的可提高碱度并促进碳酸根生成的微生物溶液从海上平台沿所述连通通道注入至所述水合物区的渗流通道。The configured microbial solution that can increase the alkalinity and promote the generation of carbonate is injected from the offshore platform along the communication channel into the percolation channel of the hydrate zone.
在一实施例中,所述构建连通所述海上平台和所述水合物区的渗流通道的连通通道的步骤,包括:In one embodiment, the step of constructing a communication channel connecting the offshore platform and the seepage channel of the hydrate zone includes:
采用海上钻井平台和海洋钻井技术进行钻井施工,以形成所述钻井过程,所述钻井过程的上端连通所述海上平台,所述钻井的下端伸入至所述下覆盖层。The offshore drilling platform and ocean drilling technology are used for drilling construction to form the drilling process, the upper end of the drilling process communicates with the offshore platform, and the lower end of the drilling well extends into the lower overburden.
在一实施例中,所述钻井深入所述下覆盖层的深度为所述水合物区厚度的1/20~1/5。In one embodiment, the depth of the drilling into the lower overburden is 1/20-1/5 of the thickness of the hydrate zone.
在一实施例中,所述可提高碱度并促进碳酸根生成的微生物溶液包括巴氏芽孢杆菌液。In one embodiment, the microbial solution that can increase the alkalinity and promote the generation of carbonate includes a liquid of Bacillus pasteurianus.
在一实施例中,所述天然气水合物储层加固方法还包括:In one embodiment, the natural gas hydrate reservoir reinforcement method further includes:
间隔第二预设时长,将所述胶结液沿所述连通通道注入至所述水合物区的渗流通道。The cementing liquid is injected into the seepage channel of the hydrate zone along the communication channel at intervals of a second preset time period.
在一实施例中,所述天然气水合物储层加固方法还包括:In one embodiment, the natural gas hydrate reservoir reinforcement method further includes:
将所述间隔第二预设时长,将所述胶结液沿所述连通通道注入至所述水合物区的渗流通道的步骤重复预设次数。The step of injecting the cementing liquid into the seepage channel of the hydrate zone along the communication channel is repeated for a preset number of times at the interval of a second preset time.
在一实施例中,所述预设次数为10~12次。In one embodiment, the preset times are 10-12 times.
在一实施例中,所述连通通道连通有增压泵;In one embodiment, the communication channel is communicated with a booster pump;
所述将配置好的可提高碱度并促进碳酸根生成的微生物溶液从海上平台沿所述连通通道注入至所述水合物区的渗流通道的步骤包括:The step of injecting the configured microbial solution that can increase the alkalinity and promote the production of carbonate from the offshore platform along the communication channel to the seepage channel of the hydrate zone includes:
启动所述增压泵;start the booster pump;
将配置好的可提高碱度并促进碳酸根生成的微生物溶液通过高压的形式沿所述连通通道注入至所述水合物区的渗流通道。The configured microbial solution that can increase the alkalinity and promote the formation of carbonate radicals is injected into the percolation channel of the hydrate zone along the communication channel in the form of high pressure.
在一实施例中,所述将所述间隔第二预设时长,将所述胶结液沿所述连通通道注入至所述水合物区的渗流通道的步骤重复预设次数的步骤之后,还包括:In one embodiment, after repeating the step of injecting the cementing liquid into the seepage channel of the hydrate zone along the communication channel for a preset number of times by setting the interval for a second preset time, further comprising: :
采用测井技术评测加固前后水合物储层孔隙度、渗透率、泊松比及弹性模量的变化。Well logging technology was used to evaluate the changes of porosity, permeability, Poisson's ratio and elastic modulus of hydrate reservoirs before and after reinforcement.
有益效果Beneficial effect
本申请的技术方案中,通过将微生物溶液注入所述水合物区的渗流通道,使其能够顺着所述水合物区的渗流通道进行流动,扩散,从而将微生物溶液均匀分布在所述天然气水合物储层,接着向所述水合物区的渗流通道注入胶结液,微生物溶液在所述天然气水合物储层中水解尿素生成大量的碳酸根离子,从而与胶结液发生沉淀反应,通过反应生成的碳酸钙沉淀完成对天然气水合物储层的加固,相较于传统的水泥浇筑的形式,本申请的技术方案,拓展天然气水合物储层加固范围,反应无热量释放,保持水合物储层的稳定性,并且,由于水合物储层渗流孔隙中,碳酸钙沉淀总量不断增加和晶体颗粒不断增长,改善了原有泥质粉砂水合物储层的粒径分布和土体成分比例,促进水合物储层渗流能力的提升。In the technical solution of the present application, by injecting the microbial solution into the seepage channel of the hydrate zone, it can flow and diffuse along the seepage channel of the hydrate zone, thereby uniformly distributing the microbial solution in the natural gas hydration zone. Then inject cementing fluid into the seepage channel of the hydrate zone, and the microbial solution hydrolyzes urea in the natural gas hydrate reservoir to generate a large amount of carbonate ions, which then undergoes a precipitation reaction with the cementing fluid. Calcium carbonate precipitation completes the reinforcement of the natural gas hydrate reservoir. Compared with the traditional form of cement pouring, the technical solution of this application expands the reinforcement range of the natural gas hydrate reservoir, and the reaction has no heat release, maintaining the stability of the hydrate reservoir Moreover, due to the continuous increase of the total amount of calcium carbonate precipitation and the continuous growth of crystal particles in the seepage pores of the hydrate reservoir, the particle size distribution and soil composition ratio of the original muddy silt hydrate reservoir are improved, and the hydration rate is promoted. Improvement of the seepage capacity of the reservoir.
附图说明Description of drawings
图1是本申请实施例方案涉及的运行环境的结构示意图;Fig. 1 is a schematic structural diagram of the operating environment involved in the embodiment scheme of the present application;
图2为本申请天然气水合物储层加固方法第一实施例的流程示意图;Fig. 2 is a schematic flow chart of the first embodiment of the natural gas hydrate reservoir strengthening method of the present application;
图3为本申请天然气水合物储层加固方法第二实施例的流程示意图;Fig. 3 is a schematic flow chart of the second embodiment of the natural gas hydrate reservoir strengthening method of the present application;
图4为本申请天然气水合物储层加固方法第三实施例的流程示意图;Fig. 4 is a schematic flow chart of the third embodiment of the natural gas hydrate reservoir strengthening method of the present application;
图5为本申请天然气水合物储层加固方法第四实施例的流程示意图。Fig. 5 is a schematic flowchart of a fourth embodiment of the natural gas hydrate reservoir strengthening method of the present application.
本申请目的的实现、功能特点及优点将结合实施例,参照附图做进一步说明。The realization, functional features and advantages of the present application will be further described in conjunction with the embodiments and with reference to the accompanying drawings.
附图标号说明:Explanation of reference numbers:
标号 label 名称 name 标号 label 名称 name
1 1 上覆盖层1 top cover 1 2 2 下覆盖层2 lower cover 2
3 3 水合物区3 Hydrate zone 3 4 4 渗流通道4 percolation channel 4
5 5 钻井5 drilling 5 6 6 沉淀6 Precipitation 6
7 7 海水7 sea water 7   the   the
本发明的实施方式Embodiments of the present invention
应当理解,此处所描述的具体实施例仅用以解释本申请,并不用于限定本申请。It should be understood that the specific embodiments described here are only used to explain the present application, not to limit the present application.
参照图1,天然气水合物储层包括上覆盖层1和下覆盖层2,所述上覆盖层1和所述下覆盖层2之间为赋存天然气水合物的水合物区3,所述水合物区3存在渗流通道4,在本实施例中,所述上覆盖层1位于海深1200m处,所述上覆盖层1厚度为400m,所述水合物区3的厚度为270m,海底温度为10℃左右,海底压力约为10MPa,所述水合物区3存在渗流通道4,但并不以本实施例为限。Referring to Fig. 1, the natural gas hydrate reservoir includes an upper overburden 1 and a lower overburden 2, and between the upper overburden 1 and the lower overburden 2 is a hydrate zone 3 where gas hydrates occur, and the hydrate There is a seepage channel 4 in the object area 3. In this embodiment, the upper covering layer 1 is located at a sea depth of 1200m, the thickness of the upper covering layer 1 is 400m, the thickness of the hydrate area 3 is 270m, and the seabed temperature is At about 10°C, the seabed pressure is about 10 MPa, and there are seepage channels 4 in the hydrate zone 3, but it is not limited to this embodiment.
本申请实施例提供了一种天然气水合物储层加固方法,参照图2,图2为本申请一种天然气水合物储层加固方法第一实施例的流程示意图。The embodiment of the present application provides a natural gas hydrate reservoir strengthening method. Referring to FIG. 2 , FIG. 2 is a schematic flowchart of a first embodiment of the natural gas hydrate reservoir strengthening method of the present application.
本实施例中,所述天然气水合物储层加固方法包括以下步骤:In this embodiment, the natural gas hydrate reservoir reinforcement method includes the following steps:
步骤S10:将可提高碱度并促进碳酸根生成的微生物溶液注入所述水合物区3的渗流通道4;Step S10: injecting a microbial solution capable of increasing alkalinity and promoting carbonate formation into the percolation channel 4 of the hydrate zone 3;
需要说明的是,这里的可提高碱度并促进碳酸根生成的微生物溶液可以有很多种,只要能水解尿素产生碳酸根离子即可,例如常用的巴氏芽孢杆菌液,其新陈代谢可产生分解尿素的脲酶,尿素分解后产生的碳酸根离子,当然也可以是其他的能到达同样效果的微生物溶液,例如尿素小球菌液。进一步地,为了使得微生物溶液最易于得到,所述可提高碱度并促进碳酸根生成的微生物溶液包括巴氏芽孢杆菌液,为了方便理解本申请的技术方案,在本实施例中,可提高碱度并促进碳酸根生成的微生物溶液主要是指巴氏芽孢杆菌液,浓度OD600为1.0,尿素水解效率为20-40 mM/h。It should be noted that there can be many kinds of microbial solutions that can increase the alkalinity and promote the generation of carbonate, as long as they can hydrolyze urea to produce carbonate ions, such as the commonly used Bacillus pasteurian solution, whose metabolism can produce and decompose urea The urease, the carbonate ion produced after the decomposition of urea, of course, can also be other microbial solutions that can achieve the same effect, such as urea micrococcus solution. Further, in order to make the microbial solution the easiest to obtain, the microbial solution that can increase the alkalinity and promote the generation of carbonate includes the Bacillus pasteurian liquid. In order to facilitate the understanding of the technical scheme of the present application, in this embodiment, the alkaline The microbial solution that promotes the generation of carbonate mainly refers to the Bacillus pasteurian solution, the concentration OD600 is 1.0, and the urea hydrolysis efficiency is 20-40 mM/h.
通过步骤S10,将可提高碱度并促进碳酸根生成的微生物溶液注入所述水合物区3的渗流通道4,相比于浇筑水泥的方案,注入可提高碱度并促进碳酸根生成的微生物溶液,因为溶液性质的原因,可以采取高压注入的方式使其覆盖范围更广,微生物溶液还可以顺着所述水合物区3的渗流通道4进行流动,扩散,从而分布得更加广泛,均匀。Through step S10, the microbial solution that can increase the alkalinity and promote the generation of carbonate is injected into the percolation channel 4 of the hydrate zone 3. Compared with the solution of pouring cement, injecting the microbial solution that can increase the alkalinity and promote the generation of carbonate , due to the nature of the solution, high-pressure injection can be used to make it cover a wider area, and the microbial solution can also flow and diffuse along the seepage channel 4 of the hydrate zone 3, so that the distribution is more extensive and uniform.
步骤S20:在所述可提高碱度并促进碳酸根生成的微生物溶液注入后,间隔第一预设时长将胶结液注入至所述水合物区3的渗流通道4,以使得所述胶结液与所述可提高碱度并促进碳酸根生成的微生物溶液发生反应生成沉淀6。Step S20: after the injection of the microbial solution that can increase the alkalinity and promote the formation of carbonate radicals, inject the cementing liquid into the percolation channel 4 of the hydrate zone 3 at intervals of a first preset time interval, so that the cementing liquid and The microbial solution that can increase the alkalinity and promote the generation of carbonate reacts to form a precipitate 6 .
需要说明的是,微生物溶液的扩散,需要一定的时间,其产生碳酸根离子也需要一定的时间,因此,需要间隔第一预设时长后,再将胶结液注入至所述水合物区3的渗流通道4,从而使得胶结液与微生物溶液的产生的碳酸根离子发生反应,进而产生沉淀6,完成对天然气水合物储层的加固,这里的第一预设时长,一般是2到12个小时。具体地,胶结液的种类可以是很多种,例如钙离子溶液、镁离子溶液等,为了方便理解本申请的技术方案,在本实施例中,胶结液是指包含0.5M氯化钙,0.75M尿素和3g/L牛肉膏的溶液。It should be noted that the diffusion of the microbial solution requires a certain amount of time, and the generation of carbonate ions also requires a certain amount of time. Therefore, it is necessary to inject the cementing liquid into the hydrate zone 3 after an interval of the first preset time. Seepage channel 4, so that the cementing fluid reacts with the carbonate ions produced by the microbial solution, and then produces precipitation 6 to complete the reinforcement of the natural gas hydrate reservoir. The first preset time here is generally 2 to 12 hours . Specifically, there can be many types of cementing liquid, such as calcium ion solution, magnesium ion solution, etc., in order to facilitate the understanding of the technical solution of the present application, in this embodiment, the cementing liquid refers to containing 0.5M calcium chloride, 0.75M A solution of urea and 3g/L beef extract.
在本实施例的方案中,通过将微生物溶液注入所述水合物区3的渗流通道4,使其能够顺着所述水合物区3的渗流通道4进行流动,扩散,从而将微生物溶液均匀分布在所述天然气水合物储层,接着向所述水合物区3的渗流通道4注入胶结液,微生物溶液在所述天然气水合物储层中水解尿素生成大量的碳酸根离子,从而与胶结液发生沉淀反应,通过反应生成的碳酸钙沉淀6完成对天然气水合物储层的加固,相较于传统的水泥浇筑的形式,本申请的技术方案,拓展天然气水合物储层加固范围,反应无热量释放,保持水合物储层的稳定性,并且,由于水合物储层渗流孔隙中,碳酸钙沉淀6总量不断增加和晶体颗粒不断增长,改善了原有泥质粉砂水合物储层的粒径分布和土体成分比例,促进水合物储层渗流能力的提升。In the scheme of this embodiment, the microbial solution is evenly distributed by injecting the microbial solution into the seepage channel 4 of the hydrate zone 3 so that it can flow and diffuse along the seepage channel 4 of the hydrate zone 3 In the natural gas hydrate reservoir, cementing fluid is then injected into the percolation channel 4 of the hydrate zone 3, and the microbial solution hydrolyzes urea in the natural gas hydrate reservoir to generate a large amount of carbonate ions, thereby forming a reaction with the cementing fluid. Precipitation reaction, through the calcium carbonate precipitation 6 generated by the reaction, the reinforcement of the natural gas hydrate reservoir is completed. Compared with the traditional form of cement pouring, the technical solution of this application expands the reinforcement range of the natural gas hydrate reservoir, and the reaction has no heat release , to maintain the stability of the hydrate reservoir, and, due to the continuous increase of the total amount of calcium carbonate precipitate 6 and the continuous growth of crystal particles in the percolation pores of the hydrate reservoir, the particle size of the original muddy silt hydrate reservoir is improved The distribution and proportion of soil components promote the improvement of the seepage capacity of hydrate reservoirs.
参考图3,图3为本申请一种天然气水合物储层加固方法第二实施例的流程示意图。Referring to FIG. 3 , FIG. 3 is a schematic flowchart of a second embodiment of a natural gas hydrate reservoir strengthening method of the present application.
基于上述第一实施例,本实施例天然气水合物储层加固方法的所述步骤S10,还包括:Based on the first embodiment above, the step S10 of the natural gas hydrate reservoir reinforcement method in this embodiment further includes:
步骤S01:构建连通海上平台和所述水合物区3的渗流通道4的连通通道;Step S01: Construct a communication channel connecting the offshore platform and the seepage channel 4 of the hydrate zone 3;
具体地,构建连通通道的形式可以有很多种,例如直接通过隔水管连通海上平台和所述水合物区3的渗流通道4,进一步地,最为常见的,也是最为成熟的,所述S01包括:采用海上钻井5平台和海洋钻井5技术进行钻井5施工,以形成所述钻井5,所述钻井5的上端连通所述海上平台,所述钻井的下端伸入至所述下覆盖层2。Specifically, there are many forms of constructing communication channels, such as the seepage channel 4 directly connecting the offshore platform and the hydrate zone 3 through a riser. Furthermore, the most common and mature one, the S01 includes: The drilling 5 is constructed by adopting the offshore drilling 5 platform and the offshore drilling 5 technology to form the drilling 5 , the upper end of the drilling 5 communicates with the offshore platform, and the lower end of the drilling 5 extends into the lower covering layer 2 .
再进一步地,利用深海钻井5平台进行深海钻井5,钻井5深度与所述上覆盖层1、所述下覆盖层2和所述水合物区3力学性能相关,所述钻井5深入所述下覆盖层2的深度为所述水合物区3厚度的1/20~1/5,最佳的,所述钻井5深入所述下覆盖层2的深度为所述水合物区3厚度的1/10。本实施例中,所述钻井5的开口处的直径为1.5m,所述钻井5向下深入所述下覆盖层2的20m深处,此时井底直径预留0.8m。由于深海沉积物复杂,钻井5难度大,故要利用多层套管钻井5技术,优选利用6层套管钻井5技术。钻井5时选用的钻井液,既需要符合地层基本要求,也要求能有效的防止水合物分解。Further, the deep sea drilling 5 is carried out using the deep sea drilling 5 platform, the depth of the drilling 5 is related to the mechanical properties of the upper overburden 1, the lower overburden 2 and the hydrate zone 3, and the drilling 5 goes deep into the lower The depth of the overburden layer 2 is 1/20~1/5 of the thickness of the hydrate zone 3. Optimally, the depth of the drilling 5 penetrating into the lower overburden layer 2 is 1/5 of the thickness of the hydrate zone 3. 10. In this embodiment, the diameter of the opening of the borehole 5 is 1.5m, and the borehole 5 goes down to a depth of 20m in the lower overburden layer 2, and the diameter of the bottom of the well is reserved for 0.8m. Due to the complexity of deep-sea sediments, it is difficult to drill wells, so it is necessary to use multi-layer casing drilling technology, preferably using 6-layer casing drilling technology. The drilling fluid selected during drilling 5 must not only meet the basic requirements of the formation, but also be able to effectively prevent hydrate decomposition.
步骤S02:将配置好的可提高碱度并促进碳酸根生成的微生物溶液从海上平台沿所述连通通道注入至所述水合物区3的渗流通道4。Step S02: Inject the configured microbial solution that can increase the alkalinity and promote the generation of carbonate from the offshore platform along the communication channel to the percolation channel 4 of the hydrate zone 3 .
本实施例通过,通过构建连通通道,从而能够有效的将可提高碱度并促进碳酸根生成的微生物溶液和胶结液从海上平台大量注入至所述水合物区3的渗流通道4,从而完成对所述水合物区3加固。In this embodiment, through the construction of communication channels, it is possible to effectively inject a large amount of microbial solutions and cementing fluids that can increase alkalinity and promote carbonate formation from the offshore platform into the seepage channel 4 of the hydrate zone 3, thereby completing the process. The hydrate zone 3 is consolidated.
参考图4,图4为本申请一种天然气水合物储层加固方法第三实施例的流程示意图。Referring to FIG. 4 , FIG. 4 is a schematic flowchart of a third embodiment of a natural gas hydrate reservoir strengthening method of the present application.
基于上述第二实施例,本实施例天然气水合物储层加固方法还包括:Based on the second embodiment above, the natural gas hydrate reservoir strengthening method of this embodiment further includes:
步骤S30:间隔第二预设时长,将所述胶结液沿所述连通通道注入至所述水合物区3的渗流通道4。Step S30: injecting the cementing liquid into the percolation channel 4 of the hydrate zone 3 along the communication channel at intervals of a second preset time period.
可以理解的是,一次注入胶结液,产生沉淀6的量有限,加固的效果也有限,在第一次胶结液注入后,微生物是在持续产生碳酸根离子的,因此,间隔第二预设时长,将所述胶结液沿所述连通通道注入至所述水合物区3的渗流通道4,从而可以二次加固天然气水合物储层,使得加固的效果更佳。需要说明是,这里的第二预设时长一般指24小时左右,从而留出足够的时间给微生物溶液与胶结液反应。It is understandable that once the cementing fluid is injected, the amount of precipitation 6 produced is limited, and the effect of reinforcement is also limited. After the first cementing fluid is injected, microorganisms continue to produce carbonate ions. Therefore, the second preset time interval , the cementing fluid is injected into the percolation channel 4 of the hydrate zone 3 along the communication channel, so that the natural gas hydrate reservoir can be reinforced twice, so that the effect of reinforcement is better. It should be noted that the second preset time period here generally refers to about 24 hours, so as to allow enough time for the microbial solution to react with the cementing fluid.
进一步地,参考图5,图5为本申请一种天然气水合物储层加固方法第四实施例的流程示意图。Further, refer to FIG. 5 , which is a schematic flowchart of a fourth embodiment of a natural gas hydrate reservoir strengthening method of the present application.
所述步骤S30之后还包括步骤S40:将所述间隔第二预设时长,将所述胶结液沿所述连通通道注入至所述水合物区3的渗流通道4的步骤重复预设次数。After the step S30, a step S40 is further included: repeating the step of injecting the cementing liquid into the percolation channel 4 of the hydrate zone 3 along the communication channel for a preset number of times at the second preset time interval.
通过以上步骤,可以对天然气水合物储层进行多层加固,进一步地优化了对天然气水合物储层的加固效果。当然,也不是无休止的往里面加入胶结液就可以一直无限制的加强对天然气水合物储层的加固效果,多次试验表面,加入的次数在10~12次之后,加强的效果就不再明显,因此,所述预设次数为10~12次。Through the above steps, the gas hydrate reservoir can be reinforced in multiple layers, and the reinforcement effect on the gas hydrate reservoir is further optimized. Of course, it is not possible to continuously strengthen the reinforcement effect on natural gas hydrate reservoirs by adding cementing fluid endlessly. After testing the surface for many times, after adding 10-12 times, the strengthening effect will no longer be Obviously, therefore, the preset number of times is 10-12 times.
此外,将微生物溶液和胶结液的注入至所述渗流通道4的方式可以有很多种,可以是从海上平台向所述渗流通道4中注入,从而利用海上平台与所述渗流通道4之间的高度差,使得微生物溶液和胶结液在重力作用下自由入渗和扩散,但是,由于泥质粉砂储层渗透率较低且部分液柱平衡地层压力,若单纯依靠重力,注入的速度较慢,为加快入渗速率,所述连通通道连通有增压泵,具体地,所述增压泵可以设置在海上平台,也可以设置在所述连通通道的内部,假使采用将增压泵设置在所述连通通道的内部的方案,所述连通通道内部的液体及固相颗粒会对增压泵造成一定的磨损,或者,增压泵对所述连通通道的内的液体产生一定的阻碍,并且,增压泵也不易于更换,因此,在本实施例中,所述增压泵设置在所述海上平台;此时,将配置好的可提高碱度并促进碳酸根生成的微生物溶液从海上平台沿所述连通通道注入至所述水合物区3的渗流通道4的步骤包括:In addition, there are many ways to inject the microbial solution and cementing fluid into the seepage channel 4, and it can be injected into the seepage channel 4 from the offshore platform, so as to utilize the gap between the offshore platform and the seepage channel 4. The height difference allows the microbial solution and cementing fluid to infiltrate and diffuse freely under the action of gravity. However, due to the low permeability of the muddy silt reservoir and part of the liquid column to balance the formation pressure, if gravity alone is used, the injection speed is relatively slow , in order to speed up the infiltration rate, the communication channel is connected with a booster pump, specifically, the booster pump can be arranged on the offshore platform, or inside the communication channel, if the booster pump is arranged in the For the interior of the communication channel, the liquid and solid particles in the communication channel will cause certain wear and tear on the booster pump, or the booster pump will hinder the liquid in the communication channel to a certain extent, and , the booster pump is not easy to replace, therefore, in this embodiment, the booster pump is set on the offshore platform; The step of injecting the platform into the percolation channel 4 of the hydrate zone 3 along the communication channel includes:
启动所述增压泵;start the booster pump;
将配置好的可提高碱度并促进碳酸根生成的微生物溶液通过高压的形式沿所述连通通道注入至所述水合物区3的渗流通道4。The configured microbial solution that can increase the alkalinity and promote the formation of carbonate radicals is injected into the seepage channel 4 of the hydrate zone 3 along the communication channel in the form of high pressure.
从而利用海上平台与所述渗流通道4之间的高度差和增压泵的双重作用之下,增加注入的微生物溶液和胶结液在重力和高压泵压差作用下的入渗速度和距离,从而加强了加固的范围。Thereby utilizing the height difference between the offshore platform and the seepage channel 4 and the double action of the booster pump to increase the infiltration speed and distance of the injected microbial solution and cementing fluid under the action of gravity and pressure difference of the high-pressure pump, thereby The range of reinforcement has been enhanced.
此外,检验加固后的水合物储层是否达到标准,所述将所述间隔第二预设时长,将所述胶结液沿所述连通通道注入至所述水合物区3的渗流通道4的步骤重复预设次数的步骤之后,还包括:In addition, to check whether the reinforced hydrate reservoir reaches the standard, the step of injecting the cementing liquid into the percolation channel 4 of the hydrate zone 3 along the communication channel at the second preset time interval After repeating the steps a preset number of times, also include:
采用测井技术评测加固前后水合物储层孔隙度、渗透率、泊松比及弹性模量的变化。Well logging technology was used to evaluate the changes of porosity, permeability, Poisson's ratio and elastic modulus of hydrate reservoirs before and after reinforcement.
这里的测井技术是现有技术,可以采用声波时差测井的方式,还可以采用核磁测井、电阻率测井等方案,在此不再详细解释,通过以上参数的评测,可以很直观的检测到前面加固的效果,进而建立MICP技术加固改渗水合物储层的质量评价体系。The logging technology here is an existing technology. It can adopt the method of acoustic wave time difference logging, nuclear magnetic logging, resistivity logging and other schemes. It will not be explained in detail here. Through the evaluation of the above parameters, it can be very intuitive The effect of previous reinforcement was detected, and then the quality evaluation system for MICP technology to strengthen and improve permeability hydrate reservoirs was established.
应当理解的是,以上仅为举例说明,对本申请的技术方案并不构成任何限定,在具体应用中,本领域的技术人员可以根据需要进行设置,本申请对此不做限制。It should be understood that the above is only an example, and does not constitute any limitation to the technical solution of the present application. In a specific application, those skilled in the art can make settings according to needs, and the present application does not limit this.
需要说明的是,以上所描述的工作流程仅仅是示意性的,并不对本申请的保护范围构成限定,在实际应用中,本领域的技术人员可以根据实际的需要选择其中的部分或者全部来实现本实施例方案的目的,此处不做限制。It should be noted that the workflow described above is only illustrative and does not limit the scope of protection of this application. In practical applications, those skilled in the art can select part or all of them to implement according to actual needs. The purpose of the scheme of this embodiment is not limited here.
此外,需要说明的是,在本文中,术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者系统不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者系统所固有的要素。在没有更多限制的情况下,由语句“包括一个……”限定的要素,并不排除在包括该要素的过程、方法、物品或者系统中还存在另外的相同要素。Furthermore, it should be noted that in this document, the term "comprises", "comprises" or any other variation thereof is intended to cover a non-exclusive inclusion such that a process, method, article or system comprising a set of elements includes not only those elements, but also other elements not expressly listed, or elements inherent in such a process, method, article, or system. Without further limitations, an element defined by the phrase "comprising a..." does not preclude the presence of additional identical elements in the process, method, article or system comprising that element.
上述本申请实施例序号仅仅为了描述,不代表实施例的优劣。The serial numbers of the above embodiments of the present application are for description only, and do not represent the advantages and disadvantages of the embodiments.
通过以上的实施方式的描述,本领域的技术人员可以清楚地了解到上述实施例方法可借助软件加必需的通用硬件平台的方式来实现,当然也可以通过硬件,但很多情况下前者是更佳的实施方式。基于这样的理解,本申请的技术方案本质上或者说对现有技术做出贡献的部分可以以软件产品的形式体现出来,该计算机软件产品存储在一个存储介质(如只读存储器(Read Only Memory,ROM)/RAM、磁碟、光盘)中,包括若干指令用以使得一台终端设备(可以是手机,计算机,服务器,或者网络设备等)执行本申请各个实施例所述的方法。Through the description of the above embodiments, those skilled in the art can clearly understand that the methods of the above embodiments can be implemented by means of software plus a necessary general-purpose hardware platform, and of course also by hardware, but in many cases the former is better implementation. Based on this understanding, the essence of the technical solution of this application or the part that contributes to the prior art can be embodied in the form of a software product, and the computer software product is stored in a storage medium (such as a read-only memory (Read Only Memory) , ROM)/RAM, magnetic disk, optical disk), including several instructions to enable a terminal device (which can be a mobile phone, computer, server, or network device, etc.) to execute the methods described in various embodiments of the present application.
以上仅为本申请的优选实施例,并非因此限制本申请的专利范围,凡是利用本申请说明书及附图内容所作的等效结构或等效流程变换,或直接或间接运用在其他相关的技术领域,均同理包括在本申请的专利保护范围内。The above are only preferred embodiments of the present application, and are not intended to limit the patent scope of the present application. All equivalent structures or equivalent process transformations made by using the description of the application and the accompanying drawings are directly or indirectly used in other related technical fields. , are all included in the patent protection scope of the present application in the same way.

Claims (10)

  1. 一种天然气水合物储层加固方法,所述天然气水合物储层包括上覆盖层和下覆盖层,所述上覆盖层和所述下覆盖层之间为赋存天然气水合物的水合物区,所述水合物区存在渗流通道,其特征在于,所述天然气水合物储层加固方法包括:A natural gas hydrate reservoir strengthening method, wherein the natural gas hydrate reservoir includes an upper overburden and a lower overburden, and between the upper overburden and the lower overburden is a hydrate zone where natural gas hydrate occurs, There are seepage channels in the hydrate zone, and it is characterized in that the method for strengthening the natural gas hydrate reservoir includes:
    将可提高碱度并促进碳酸根生成的微生物溶液注入所述水合物区的渗流通道;Injecting a microbial solution that can increase alkalinity and promote carbonate formation into the percolation channel of the hydrate zone;
    在所述可提高碱度并促进碳酸根生成的微生物溶液注入后,间隔第一预设时长将胶结液注入至所述水合物区的渗流通道,以使得所述胶结液与所述微生物溶液发生反应生成沉淀。After the microbial solution that can increase the alkalinity and promote the formation of carbonate radicals is injected, the cementing fluid is injected into the percolation channel of the hydrate zone at intervals of a first preset period of time, so that the cementing fluid and the microbial solution generate The reaction produced a precipitate.
  2. 如权利要求1所述的天然气水合物储层加固方法,其特征在于,所述将可提高碱度并促进碳酸根生成的微生物溶液注入所述水合物区的渗流通道的步骤包括:The natural gas hydrate reservoir strengthening method according to claim 1, wherein the step of injecting a microbial solution capable of increasing alkalinity and promoting carbonate formation into the seepage channel of the hydrate zone comprises:
    构建连通海上平台和所述水合物区的渗流通道的连通通道;constructing a communication channel connecting the offshore platform and the seepage channel of the hydrate zone;
    将配置好的可提高碱度并促进碳酸根生成的微生物溶液从海上平台沿所述连通通道注入至所述水合物区的渗流通道。The configured microbial solution that can increase the alkalinity and promote the generation of carbonate is injected from the offshore platform along the communication channel into the percolation channel of the hydrate zone.
  3. 如权利要求2所述的天然气水合物储层加固方法,其特征在于,所述构建连通所述海上平台和所述水合物区的渗流通道的连通通道的步骤,包括:The natural gas hydrate reservoir strengthening method according to claim 2, wherein the step of constructing a communication channel connecting the seepage channel between the offshore platform and the hydrate zone comprises:
    采用海上钻井平台和海洋钻井技术进行钻井施工,以形成所述钻井,所述钻井的上端连通所述海上平台,所述钻井的下端伸入至所述下覆盖层。The offshore drilling platform and ocean drilling technology are used for drilling construction to form the well, the upper end of the well communicates with the offshore platform, and the lower end of the well extends into the lower overburden.
  4. 如权利要求3所述的天然气水合物储层加固方法,其特征在于,所述钻井深入所述下覆盖层的深度为所述水合物区厚度的1/20~1/5。The natural gas hydrate reservoir reinforcement method according to claim 3, characterized in that, the depth of the drilling into the lower overburden is 1/20-1/5 of the thickness of the hydrate zone.
  5. 如权利要求2所述的天然气水合物储层加固方法,其特征在于,所述可提高碱度并促进碳酸根生成的微生物溶液包括巴氏芽孢杆菌液。The natural gas hydrate reservoir reinforcement method according to claim 2, characterized in that, the microbial solution that can increase the alkalinity and promote the formation of carbonate radicals comprises a liquid of Bacillus pasteurianus.
  6. 如权利要求5所述的天然气水合物储层加固方法,其特征在于,所述天然气水合物储层加固方法还包括:The natural gas hydrate reservoir reinforcement method according to claim 5, wherein the natural gas hydrate reservoir reinforcement method further comprises:
    间隔第二预设时长,将所述胶结液沿所述连通通道注入至所述水合物区的渗流通道。The cementing liquid is injected into the seepage channel of the hydrate zone along the communication channel at intervals of a second preset time period.
  7. 如权利要求6所述的天然气水合物储层加固方法,其特征在于,所述天然气水合物储层加固方法还包括:The natural gas hydrate reservoir reinforcement method according to claim 6, wherein the natural gas hydrate reservoir reinforcement method further comprises:
    将所述间隔第二预设时长,将所述胶结液沿所述连通通道注入至所述水合物区的渗流通道的步骤重复预设次数。The step of injecting the cementing liquid into the seepage channel of the hydrate zone along the communication channel is repeated for a preset number of times at the interval of a second preset time.
  8. 如权利要求7所述的天然气水合物储层加固方法,其特征在于,所述预设次数为10~12次。The natural gas hydrate reservoir reinforcement method according to claim 7, wherein the preset number of times is 10 to 12 times.
  9. 如权利要求2所述的天然气水合物储层加固方法,其特征在于,所述连通通道连通有增压泵;The natural gas hydrate reservoir strengthening method according to claim 2, wherein the communication channel is connected with a booster pump;
    所述将配置好的可提高碱度并促进碳酸根生成的微生物溶液从海上平台沿所述连通通道注入至所述水合物区的渗流通道的步骤包括:The step of injecting the configured microbial solution that can increase the alkalinity and promote the production of carbonate from the offshore platform along the communication channel to the seepage channel of the hydrate zone includes:
    启动所述增压泵;start the booster pump;
    将配置好的可提高碱度并促进碳酸根生成的微生物溶液通过高压的形式沿所述连通通道注入至所述水合物区的渗流通道。The configured microbial solution that can increase the alkalinity and promote the formation of carbonate radicals is injected into the percolation channel of the hydrate zone along the communication channel in the form of high pressure.
  10. 如权利要求7所述的天然气水合物储层加固方法,其特征在于,所述将所述间隔第二预设时长,将所述胶结液沿所述连通通道注入至所述水合物区的渗流通道的步骤重复预设次数的步骤之后,还包括:The natural gas hydrate reservoir reinforcement method according to claim 7, characterized in that, the interval between the second preset time length, the cementing liquid is injected into the seepage flow of the hydrate zone along the communication channel After the step of the channel repeats the preset number of steps, it also includes:
    采用测井技术评测加固前后水合物储层孔隙度、渗透率、泊松比及弹性模量的变化。Well logging technology was used to evaluate the changes of porosity, permeability, Poisson's ratio and elastic modulus of hydrate reservoirs before and after reinforcement.
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