| 管涌破坏的计算模型及工程抢护措施 |
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| 引用本文： | 崔佳佳. 管涌破坏的计算模型及工程抢护措施[J]. 山西建筑, 2011, 37(9): 220-222 |
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| 作者姓名： | 崔佳佳 |
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| 作者单位： | 河北工程大学,河北邯郸,056000 |
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| 摘 要： | 叙述了管涌的定义及产生原因，给出了管涌的计算模型并作了简要分析，最后从四方面入手提出了工程上对管涌现象的防治措施，以确保水利工程安全运行。
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| 关 键 词： | 管涌 渗透破坏 临界水力坡降 |
On calculation model of piping damage and its engineering protection measures |
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| CUI Jia-jia. On calculation model of piping damage and its engineering protection measures[J]. Shanxi Architecture, 2011, 37(9): 220-222 |
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| Authors: | CUI Jia-jia |
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| Affiliation: | CUI Jia-jia |
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| Abstract: | The paper indicates the definitions for piping and its occurrence reasons, provides the calculation model of piping, undertakes the brief analysis, and points out the prevention measures for piping in projects from four aspects, so as to ensure the safe operation for the water resource engineering. |
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| Keywords: | piping seepage damage critical hydraulic gradient |
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