钱学生, 徐景平. 2021. 海底碎屑流冲击海底管道的模型与某一特定原型的相似性分析[J].工程地质学报, 29(6): 1831-1840. doi: 10.13544/j.cnki.jeg.2021-0196.
    引用本文: 钱学生, 徐景平. 2021. 海底碎屑流冲击海底管道的模型与某一特定原型的相似性分析[J].工程地质学报, 29(6): 1831-1840. doi: 10.13544/j.cnki.jeg.2021-0196.
    Qian Xuesheng, Xu Jingping. 2021. Model-prototype similarity analyses for submarine debris-flow impact on undersea pipeline[J].Journal of Engineering Geology, 29(6): 1831-1840. doi: 10.13544/j.cnki.jeg.2021-0196.
    Citation: Qian Xuesheng, Xu Jingping. 2021. Model-prototype similarity analyses for submarine debris-flow impact on undersea pipeline[J].Journal of Engineering Geology, 29(6): 1831-1840. doi: 10.13544/j.cnki.jeg.2021-0196.

    海底碎屑流冲击海底管道的模型与某一特定原型的相似性分析

    MODEL-PROTOTYPE SIMILARITY ANALYSES FOR SUBMARINE DEBRIS-FLOW IMPACT ON UNDERSEA PIPELINE

    • 摘要: 小尺度的水槽实验和数值模型被广泛应用于真实尺度条件下海底碎屑流对海底管道冲击力的研究,但模型与某一特定原型之间的相似性一直未能得到保证,从而严重影响模型结果的适用性。为此,本文采用幂律本构关系(Power-law)描述海底碎屑流的流变特性,并基于雷诺相似准则,推导出海底碎屑流冲击海底管道时模型与原型之间各物理参数的比尺关系。根据该比尺关系,本文对现有水槽实验中模型与某一特定原型之间的相似性进行了分析,发现该水槽实验与预期的原型工况并不相似,继而推算出与该水槽实验相似的原型工况,并设计出与预期的原型工况相似的模型工况。此外,本文还对基于幂律本构关系和雷诺相似准则推导得到的比尺关系的适用性进行了讨论,认为该比尺关系适用于常重力环境下(1g)海底碎屑流冲击海底管道的小尺度水槽实验和数值模型,但不适用于超重力环境下(Ng)的土工离心机实验,也不适用于海底碎屑流的低剪切应变率工况。本文的研究结果将为保证常重力环境下(1g)海底碎屑流冲击海底管道时模型与某一特定原型之间的相似性提供理论依据。

       

      Abstract: Small-scale flume tests and numerical simulations have been widely applied to investigate submarine debris-flow impact on an undersea pipeline. However, the model-prototype similarity has not yet been guaranteed, which prevents trustable application of model results to prototype scenarios. To this end, the Power-law constitutive relation is used to describe the rheological property of submarine debris flow. The scale ratios between model and prototype for various parameters are derived based on Reynolds criterion. The flume tests published in literatures are used to demonstrate the application of derived scale ratios to model-prototype similarity analyses. The parameters of a model can be converted to those of a prototype with reference to derived scale ratios, and vice versa. In addition, the applicability of derived scale ratios is discussed. It is found that, the derived scale ratios are not applicable to Ng geotechnical centrifuge model tests, but to 1g small-scale flume tests and numerical simulations with relatively high shear strain rate of a submarine debris flow. This study will provide theoretical foundation for reaching model-prototype similarity when studying submarine debris-flow impact on an undersea pipeline in a 1g environment.

       

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