不同流路宽度占比的“S”型植物坝对泥石流的调控效益
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1.中国科学院、水利部成都山地灾害与环境研究所;2.中国石油天然气管道工程有限公司

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S157.2

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国家自然科学基金杰出青年基金(41925030);国家自然科学基金青年基金(42201094);四川省科技计划项目(2022NSFSC1070);中国科学院青年创新促进会项目 (2023389);中国科学院、水利部成都山地灾害与环境研究所科研项目资助(IMHE-ZDRW-08)


Debris flow regulation efficiency of “S” type vegetation dams with different flow path width ratios
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Institute of Mountain Hazards and Environment,Chinese Academy of Sciences

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    摘要:

    [目的]为探究生物工程措施在山地灾害治理中消能减灾的作用,本研究提出一种具有不同流路宽度占比的“S”型植物坝的治理方式来调控阵流型泥石流。[方法]分别从流速调节、流量调节、泥沙拦截和能量削减四个方面,对“S”型流路宽度占比分别为0 %(S-0)、30 %(S-30)、45 %(S-45)、60 %(S-60)、75 %(S-75)的植物坝开展了一系列的水槽试验。[结果](1)流路宽度占比为0 %的植物坝(S-0)对阵流型泥石流具有很好的拦截效果,流速削减31.03~44.19 %、流量削减45.88~56.02 %、泥沙拦截3.31~75.69 %、能量削减34.37~52.72 %;(2)流路宽度占比为75 %的植物坝(S-75)对阵流型泥石流具有很好的排淤效果,流速削减7.69~29.03 %、流量削减12.94~35.54 %、泥沙拦截4.13~45.69 %、能量削减11.56~34.09 %;(3)而流路宽度占比为45 %的植物坝(S-45),相较于S-30、S-60,对阵流型泥石流具有较好的拦排兼顾效果,流速削减11.11~40.00 %、流量削减16.47~51.20 %、泥沙拦截1.63~54.75 %、能量削减18.04~45.16 %。[结论]“S”型流路宽度占比为0 %(S-0)的植物坝适合布置于以拦截为主的泥石流沟道内;“S”型流路宽度占比为75 %(S-75)的植物坝适合布置于以排淤为主的泥石流沟道内;“S”型流路宽度占比为45%(S-45)的植物坝更适合布置于以拦排结合为主的泥石流沟道内。生态减灾是治理山地灾害的未来发展趋势,本研究提出的治理模式是基于自然解决方案减灾理念的探索,为后续构建生态与岩土协同减灾模式奠定了一定的基础。

    Abstract:

    [Objective] This study proposed an “S”-shaped vegetation dam with variable flow path width ratios to regulate surge-type debris flows, aiming to explore the effects of bio-engineering approaches on managing and controlling mountain risks, particularly in energy dissipation and sediment interception. [Methods] A series of flume experiments were conducted on vegetation dams with “S”-shaped flow paths and width ratios of 0% (S-0), 30% (S-30), 45% (S-45), 60% (S-60) and 75% (S-75). These tests focused on flow velocity regulation, flow volume regulation, sediment control and energy dissipation. [Results] (1) The vegetation dam with a 0% flow path width ratio (S-0) exhibited impressive debris flow interception capabilities, reducing flow velocity by 31.03% to 44.19% and flow volume by 45.88% to 56.02%. It also achieved sediment interception rates of 3.31% to 75.69% and energy dissipation levels of 34.37% to 52.72%; (2) The vegetation dam with a 75% flow path width ratio (S-75) showcased strong sediment discharge capabilities, reducing flow velocity by 7.69% to 29.03% and flow volume by 12.94% to 35.54%. It also achieved sediment interception rates ranging from 4.13% to 45.69% and energy dissipation levels between 11.56% and 34.09%; (3) The vegetation dam with a 45% flow path width ratio (S-45) demonstrated a balanced performance in interception and discharge compared to S-30 and S-60. It reduced flow velocity, flow volume, sediment interception, and energy dissipation by 11.11% to 40.00%, 16.47% to 51.20%, 1.63% to 54.75%, and 18.04% to 45.16%, respectively. [Conclusion] The “S”-shaped vegetation dam with a 0% flow path width ratio (S-0) is ideal for debris flow channels focused on interception. In contrast, the 75% width ratio (S-75) is better suited for channels prioritizing sediment discharge. The 45% width ratio (S-45) effectively balances interception and discharge. Managing mountain hazards using ecological measures is a future trend in hazard mitigation and control. The governance model suggested in this study, based on the concept of nature-based solutions, provides a foundation for the development of a synergistic ecological and geotechnical disaster mitigation model.

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  • 收稿日期:2024-08-20
  • 最后修改日期:2024-10-21
  • 录用日期:2024-10-22
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