大港油田板中北储气库位于板桥断层上升盘,为断层切割的半背斜构造,属于断块型储气库,断层和盖层的承压能力决定了储气库运行的上限压力。针对缺乏考虑力学完整性的储气库上限压力的研究现状,从地质力学角度出发,综合三维地震解释成果、XMAC测井地应力解释成果、岩石力学测试等资料,基于岩石脆性破裂理论对研究区盖层的水力封闭能力和断层的稳定性进行了评价,以确定考虑力学完整性的储气库安全运行上限压力。结果表明:板中北储气库盖层水力封闭能力上限为39.30 MPa,断层稳定性薄弱点位于2条断层的交叉位置,最小活化压力为30.57 MPa;综合盖层水力封闭能力上限和断层稳定性可知,板中北储气库运行上限压力为30.57 MPa,而设计运行上限压力为30.50 MPa,设计较为合理。研究成果对于储气库上限压力的设计具有指导意义。
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