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以隙宽均一单裂隙水流的立方定律及流体力学的基本方程为基础，对隙宽不均一单裂隙渗流模型进行了分析，得出了隙宽不均一单裂隙渗流量等效的等效隙宽公路；并将此公式应用于岩体裂隙网络渗透模型分析中，检验了等效隙宽公式的有效性。
Based on the cubic law of uniform single-slit water flow and the basic equations of fluid mechanics, the single-fractured seepage model with unequal width is analyzed, and the equivalent equivalent width The formula is applied to the analysis of rock fracture network infiltration model, and the validity of equivalent gap width formula is tested.