根据数值模拟结果提出了受内水压力时隧洞近溶洞侧变形特征公式。

According to the numerical simulation results presented by the water pressure tunnel near cave side deformation formula.

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文摘：结合工程实际，对水量调节池的水力特性进行了较深入的探讨，推导出已知变进水量调节池的特征公式，并进行了验证和分析。

Abstract: with the need of idiographic project, the hydraulic characteristics of adjustive pool is thoroughly discussed. the diagnostic expressions is obtained, and is analysed.

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然而实际的古登堡公式应当是既反映介质特征又反映应力水平的关系式。

However, actual Gutenberg-Richter formula shall be relation which reflects both medium character and stress level.

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