1.一種疏松砂巖儲(chǔ)層壓裂充填雙粒徑支撐劑組合參數(shù)優(yōu)化設(shè)計(jì)方法,其特征在于,包括:
2.根據(jù)權(quán)利1所述的疏松砂巖儲(chǔ)層壓裂充填雙粒徑支撐劑組合參數(shù)優(yōu)化設(shè)計(jì)方法,其特征在于,
3.根據(jù)權(quán)利2所述的疏松砂巖儲(chǔ)層壓裂充填雙粒徑支撐劑組合參數(shù)優(yōu)化設(shè)計(jì)方法,其特征在于,
4.根據(jù)權(quán)利2所述的疏松砂巖儲(chǔ)層壓裂充填雙粒徑支撐劑組合參數(shù)優(yōu)化設(shè)計(jì)方法,其特征在于,
5.根據(jù)權(quán)利4所述的疏松砂巖儲(chǔ)層壓裂充填雙粒徑支撐劑組合參數(shù)優(yōu)化設(shè)計(jì)方法,其特征在于,
6.根據(jù)權(quán)利2所述的疏松砂巖儲(chǔ)層壓裂充填雙粒徑支撐劑組合參數(shù)優(yōu)化設(shè)計(jì)方法,其特征在于,
7.根據(jù)權(quán)利6所述的疏松砂巖儲(chǔ)層壓裂充填雙粒徑支撐劑組合參數(shù)優(yōu)化設(shè)計(jì)方法,其特征在于,
8.根據(jù)權(quán)利2所述的疏松砂巖儲(chǔ)層壓裂充填雙粒徑支撐劑組合參數(shù)優(yōu)化設(shè)計(jì)方法,其特征在于,
9.根據(jù)權(quán)利8所述的疏松砂巖儲(chǔ)層壓裂充填雙粒徑支撐劑組合參數(shù)優(yōu)化設(shè)計(jì)方法,其特征在于,
10.根據(jù)權(quán)利2所述的疏松砂巖儲(chǔ)層壓裂充填雙粒徑支撐劑組合參數(shù)優(yōu)化設(shè)計(jì)方法,其特征在于,