The Blocking Performance of Pile⁃group Dam against Debris Flow and Its Influence Factors

Kaicheng YANG; Yong YOU; Jingfeng LIU; Hao SUN; Yang LIU; Daochuan LIU

doi:10.13409/j.cnki.jdpme.201909019

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The Blocking Performance of Pile⁃group Dam against Debris Flow and Its Influence Factors

更新时间：2025-09-25

- The Blocking Performance of Pile⁃group Dam against Debris Flow and Its Influence Factors
- Journal of Disaster Prevention and Mitigation Engineering Vol. 41, Issue 6, Pages: 1350-1357(2021)
- 作者机构：
  
  1.中国科学院水利部成都山地灾害与环境研究所，四川成都 610041
  2.中国科学院山地灾害与地表过程重点试验室，四川成都 610041
  3.中国科学院大学，北京 100049
- 作者简介：
- 基金信息：
- DOI：10.13409/j.cnki.jdpme.201909019
  CLC： P642.23
- Published：15 December 2021
- 稿件说明：
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杨开成,游勇,柳金峰等.桩林坝拦截泥石流闭塞表现及其影响因素[J].防灾减灾工程学报,2021,41(06):1350-1357.

YANG Kaicheng,YOU Yong,LIU Jingfeng,et al.The Blocking Performance of Pile⁃group Dam against Debris Flow and Its Influence Factors[J].Journal of Disaster Prevention and Mitigation Engineering,2021,41(06):1350-1357.
杨开成,游勇,柳金峰等.桩林坝拦截泥石流闭塞表现及其影响因素[J].防灾减灾工程学报,2021,41(06):1350-1357. DOI： 10.13409/j.cnki.jdpme.201909019.

YANG Kaicheng,YOU Yong,LIU Jingfeng,et al.The Blocking Performance of Pile⁃group Dam against Debris Flow and Its Influence Factors[J].Journal of Disaster Prevention and Mitigation Engineering,2021,41(06):1350-1357. DOI： 10.13409/j.cnki.jdpme.201909019.

摘要

开口闭塞表现及其临界值判别是桩林泥石流拦砂坝设计中的关键因素，然而目前国内外对桩林坝的相关研究还较少。通过开展桩林坝拦截泥石流试验，分析了泥石流重度、坝体排数、排间距、横向开口宽度等因素对桩林坝闭塞表现的影响。研究表明：桩林坝闭塞存在全闭塞、半闭塞、不闭塞三种类型。泥石流重度与桩林坝闭塞度呈正相关关系。当桩林排数从一排增加至两排时闭塞度有较大提高。排间距、开口宽度与桩林坝闭塞度成负相关关系。基于试验数据及多元回归分析提出了桩林坝闭塞度的经验计算公式。同时提出了桩林坝拦截泥石流临界综合闭塞判据

，当

≤8.1时，桩林坝表现为全闭塞类型；8.1

27.5时，桩林坝表现为半闭塞类型；

≥27.5时，桩林坝表现为不闭塞类型。

Abstract

The blocking performance and its critical criterion are important factors that should be considered in the design of pile-group dam， however， there are few researches on pile-group dam at home and abroad. The effects of debris flow bulk density， dam row number， row spacing and transverse opening width on the blocking performance of pile-group dam were analyzed by carrying out laboratory tests. The results show there are three blocking types of pile-group dam for intercepting debris flow including total-blocked type， part-blocked type and none-blocked type. The bulk density of debris flow is positively correlated to the blocking rate of dam. The blocking rate increases greatly when the number of pile rows increases from single to double. Row spacing and opening width are negatively correlated to the blocking rate of dam. The empirical formula for calculating the blocking rate of pile-group dam was presented based on experimental data and multiple regression analysis. A critical comprehensive criterion for debris flow blocking performance of pile-group dam was presented. When F≤8.1， the pile-group dam manifests as total-blocked type， and when 8.1<F<27.5， the dam shows part-blocked performance， otherwise the dam is none-blocked.

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references

周必凡 . 泥石流防治指南［M］. 北京：科学出版社， 1991 .

Zhou B F . Handbook of debris-flow prevention ［M］. Beijing ： Science Press ， 1991 . （in Chinese）

费祥俊，舒安平．泥石流运动机理与灾害防治［M］．北京：清华大学出版社， 2004 ．

Fei X J ， Shu A P . Debris flow kinematic mechanism and disaster prevention ［M］. Beijing ： Tsinghua University Press ， 2004 . （ in Chinese）

李德基．泥石流减灾理论与实践［M］．北京：科学出版社， 1997 ．

Li D J . The theory and practice of debris flow disaster mitigation ［M］. Beijing ： Science Press ， 1997 . （in Chinese）

Wang G L . Lessons learned from protective measures associated with the 2010 Zhouqu debris flow disaster in China ［J］. Natural Hazards ， 2013 ， 69 （ 3 ）： 1835 - 1847 .

余斌，杨永红，苏永超，等 . 甘肃省舟曲8.7特大泥石流调查研究［J］. 工程地质学报， 18 （ 4 ）： 437 - 444 .

Yu B ， Yang Y H ， Su Y Ch ， et al . Research on the giant debris flow hazards in Zhouqu County， Gansu Province on August 7，2010 ［J］. Journal of Engineering Geology ， 18 （ 4 ）： 437 ⁃ 444 . （in Chinese）

Choi C E ， Law R P H . Performance of landslide debris-resisting baffles ［J］. HKIE Transactions ， 2015 ， 22 （ 4 ）： 235 - 246 .

Choi C E ， Ng C W W ， Song D R ， et al . Flume investigation of landslide debris⁃resisting baffles ［J］. Canadian Geotechnical Journal ， 2014 ， 51 （ 5 ）： 540 - 553 .

Fei M L ， Sun Q C ， Zhong D ， et al . Energy dissipation of debris flow through pile group obstructions ［J］. Proceedings of the 7th International Conference on Micromechanics of Granular Media-Sydney ， Australia ， 2013 （ 7 ）： 1262 - 1265 .

Ng C W W ， Choi C E ， kwan J S H ， et al . Effects of baffle transverse blockage on landslide debris impedance ［J］. Procedia Earth and Planetary Science ， 2014 ， 9 ： 3 - 13 .

Ng C W W ， Choi C E ， Song D R ， et al . Physical modeling of baffles influence on landslide debris mobility ［J］. Landslides ， 2015 ， 12 （ 3 ）： 627 - 627 .

王秀丽，关彬林，李俊杰．泥石流块石冲击下新型钢管混凝土桩林坝“品”单元动力响应分析［J］ . 中国地质灾害与防治学报， 2015 ， 26 （ 2 ）： 69 - 75 .

Wang X L ， Guan B L ， Li J J . Dynamic response analysis of “trefoil”-shaped unit of concrete-filled steel tubular piles under impact of big stone in debris flow ［J］． The Chinese Journal of Geological Hazard and Control ， 2015 ， 26 （ 2 ）： 69 - 75 ．（in Chinese）

Osanai N . Design standard of control structures against debris flow in Japan ［J］. Journal of Disaster Research ， 2010 ， 5 （ 3 ）： 307 - 314 .

Silva M ， Costa S ， Cardoso A H . Effect of plan layout on the sediment control efficiency of slit-check dams for stony type debris flows mitigation ［C］∥ River Basin Management . UK ： Wit Press ， 2015 ： 259 - 270 .

Lien H P ， Chai F W ， Ke Z Z . The controlling efficiency of slit dam for debris flow disaster ［J］. Research of Soil and Water Conservation ， 2000 ， 8 （ 1 ）： 52 - 58 .

Shima J ， Moriyama H ， Kokuryo H ， et al . Prevention and mitigation of debris flow hazards by using steel open-type sabo dams ［J］. International Journal of Erosion Control Engineering ， 2016 ， 9 （ 3 ）： 135 - 144 .

游勇．泥石流梁式格栅坝拦砂性能试验研究［J］. 水土保持学报， 2001 ， 15 （ 1 ）： 113 - 115 ．

You Y . Characteristics of intercepting sediment of debris flow check dam ［J］. Journal of Soil and Water Conservation ， 2001 ， 15 （ 1 ）： 113 - 115 . （in Chinese）

吕娟，韩文兵．泥石流缝隙坝对龙头泥砂体积浓度变化影响试验研究［J］. 水土保持研究， 2009 ， 16 （ 2 ）： 68 ⁃ 71 ．

Lyu J ， Han W B . Experiment on variety of surge sediment volume concentration with debris flow passing through silt dam ［J］. Research of Soil and Water Conservation ， 2009 ， 16 （ 2 ）： 68 ⁃ 71 . （in Chinese）

孙昊，游勇，柳金峰，等．泥石流梁式格栅坝闭塞临界判据及其拦沙性能试验研究［J］. 自然灾害学报， 2017 ， 26 （ 4 ）： 125 - 134 .

Sun H ， You Y ， Liu J F ， et al . Experimental study on characteristic of blocking and trapping sediment of debris flow beam dam ［J］. Journal of Natural Disasters ， 2017 ， 26 （ 4 ）： 125 - 134 . （in Chinese）

Yuan D ， Liu J F ， You Y ， et al . Experimental study on the performance characteristics of viscous debris flows with a grid-type dam for debris flow hazards mitigation ［J］. Bulletin of Engineering Geology and the Environment ， 2019 ， 78 （ 8 ）： 5763 - 5774 .

王协康，方锋，泥石流模型试验相似律分析［J］．四川大学学报（工程科学版）， 2000 ， 32 （ 3 ）： 9 - 12 .

Wang X K ， Fang D . Study on laws of debris model similarity ［J］. Journal of Sichuan University（Engineering Science Edition）， 2000 ， 32 （ 3 ）： 9 - 12 . （in Chinese）

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