Finally, coupling the groundwater flow numerical model and optimization model constructed management model using response matrix method.
最后采用响应矩阵法耦合地下水流数值模型与优化模型建立了管理模型。
This analysis indicated that the hydraulic conductivity could not be assumed as a constant value when groundwater flow was simulated with numerical model.
因此，在进行现地地下水流数值模拟时，水力传导系数不能只假设为单一值。
This analysis indicated that the hydraulic conductivity could not be assumed as a constant value when groundwater flow was simulated with numerical model.
因此，在进行现地地下水流数值模拟时，水力传导系数不能只假设为单一值。
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