Evaluation method for describing compressibility of shale reservoir
A technology for shale reservoirs and evaluation methods, which can be used in earth-moving drilling, wellbore/well components, etc., and can solve the problems of high risks and high operating costs
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example 1
[0056] Example 1: Well J-1HF in Jiannan Gas Field
[0057] In Well J-1HF in Jiannan Gas Field, the horizontal section of the shale gas-rich shale reservoir is 1000m long and the vertical depth in the middle is H=630m (6.3hm) through mud logging and logging interpretation. The formation pore fluid pressure gradient FPG of the shale reservoir is 1.05MPa / hm, and the arithmetic mean value of the rock density of the overlying formation within the range of 10-60m above the shale reservoir is DEN=2.65g / cm 3 , the maximum horizontal stress of shale reservoir Kimax=2.65*6.3(MPa), Kimin=(2.65+1.05) / 2*6.3(MPa)=1.85*6.3(MPa), according to △K i =(Kimax-Kimin) / Kimin=(2.65-1.85) / 1.85=0.43. According to △K i The formula =(DEN-FPG) / (DEN+FPG) calculates the horizontal in-situ stress difference coefficient of shale reservoirs △Ki=0.43. The calculation results of the two formulas are the same, both showing that the evaluation results of shale reservoir compressibility are medium ( Class II). ...
example 2
[0059] Example 2: Well JY-1HF in Fuling Shale Gas Field
[0060] Well JY1-HF in the Fuling shale gas field, the horizontal section of the shale gas-rich shale reservoir (gas layer) is 1008m long, and the vertical depth of the central part of the shale gas layer is H=2380m (23.8hm). The formation pressure monitoring while drilling shows that the formation pore fluid pressure gradient FPG of the shale reservoir is 1.45MPa / hm, and the arithmetic mean density of the rock density of the overlying formation within the range of 10-60m above the shale reservoir is 2.70g / cm 3 , △Ki=(2.70-1.45) / (2.70+1.45)=0.30, indicating that the evaluation result of shale reservoir compressibility is good (Class I). Pilot well core tests of this shale gas horizontal well show that the maximum horizontal stress Kimax of the shale reservoir is 63.5MPa, the minimum horizontal stress Kimin of the shale reservoir is 48.4MPa, and the horizontal stress difference coefficient of the shale reservoir is △ Ki=...
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