Foam grouting method for improving marine muddy silt type natural gas hydrate reservoir
A technology for natural gas and hydrate, which is applied in drilling compositions, chemical instruments and methods, and earth-moving drilling, etc., can solve problems such as the level of commercial exploitation, reduce the possibility of geological disasters, increase the The effect of stability and improving efficiency
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Embodiment 1
[0033] Such as figure 1 As shown, there must be a natural gas hydrate layer 2 below the sea level 22, the natural gas hydrate layer 2 is located between the overlying stratum 1 and the underlying stratum 5, and a partition is installed between the offshore drilling platform 16 and the overlying stratum 1 on the seabed. Water pipe 13 and wellhead 23. Using the method of mechanical crushing or hydraulic crushing, the drilling device 21 is used to drill to 5 meters to 20 meters below the bottom of the natural gas hydrate layer 2. During this process, the running conduit 6, surface casing 7, technical casing 8 and Natural gas hydrate layer casing 9, and pump cement slurry from each layer of casing into the annular space between the casing and the well wall to form a cement sheath 12 to prevent the well wall from collapsing.
[0034] The perforating gun is lowered to a predetermined depth, and the gas hydrate layer casing 9 and the cement sheath 12 located in the gas hydrate layer...
Embodiment 2
[0039] The main technical solution of this embodiment is the same as that of Embodiment 1, and the features not explained in this embodiment shall be explained in Embodiment 1. No further details will be given here. Such as figure 2 As shown, the difference between this embodiment and Embodiment 1 is that, when drilling from the surface of the seabed to the gas hydrate layer 2, a horizontal directional well is used in the second section of the gas hydrate layer, and the horizontal well is located at the bottom of the gas hydrate layer 2. centre position. During grouting, the natural gas hydrate layer 2 is grouted in sections, and the length of each section is 3 meters to 8 meters.
Embodiment 3
[0041] The main technical solution of this embodiment is the same as that of Embodiment 1, and the features not explained in this embodiment shall be explained in Embodiment 1. No further details will be given here. The difference between this embodiment and Embodiment 1 is that the foam liquid in the foam cement mortar can be physically foamed. On the offshore drilling platform 16, the foam liquid and cement mortar are fully mixed and foamed by a stirring system or compressed air to obtain foam cement mortar, and the foam cement mortar is injected into the natural gas hydrate layer 2 through the flower pipe section 3 of the grouting pipe 10 .
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