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强震区侵蚀-溃决型泥石流的动力特性定量分析

黄勋 唐川

工程地质学报2017,Vol.25Issue(6):1491-1500,10.
工程地质学报2017,Vol.25Issue(6):1491-1500,10.DOI:10.13544/j.cnki.jeg.2017.06.012

强震区侵蚀-溃决型泥石流的动力特性定量分析

QUANTITATIVE ANALYSIS OF DYNAMIC FEATURES FOR ENTRAINMENT-OUTBURST-INDUCED CATASTROPHIC DEBRIS FLOWS IN WENCHUAN EARTHQUAKE AREA

黄勋 1唐川2

作者信息

  • 1. 重庆市勘测院 重庆401121
  • 2. 重庆市岩土工程技术研究中心 重庆401121
  • 折叠

摘要

Abstract

Many causative factors have changed acutely after the Wenchuan earthquake.They included the loose material,micro-topography and hydrological environment.Hence,the earthquake-induced debris flows are different from the general one.A whole debris flow process mechanism is developed and analyzed quantitatively using initiation discrimination model,bed-matrix erosion model and outburst-discharge enlargement model.It includes the initiation,transition and deposition phases.Moreover,the failure mechanism of the erosion-outburst-induced debris flow is illustrated clearly with an example.The result indicates that bed-matrix entrainment mechanism is the comprehensive outcome of the stress enlargement,strength degradation and material basis.The landslide dam outburst-induced discharge enlargement and the above-mentioned erosion mechanism are contributed to the large-scale debris flow.The case study of Hongchun catchment indicates that debris-flow discharge increases to 800.80m3·s-1 due to H02-03 landslide-dam outburst,and the entrainment-induced solid materials are half of the total magnitude,about 34.72× 104m3.

关键词

汶川地震/泥石流/沟床侵蚀/溃决放大效应/FLO-2D

Key words

Wenchuan earthquake/Debris flow/Entrainment mechanism/Outburst-enlargement effect/FLO-2D

分类

天文与地球科学

引用本文复制引用

黄勋,唐川..强震区侵蚀-溃决型泥石流的动力特性定量分析[J].工程地质学报,2017,25(6):1491-1500,10.

基金项目

科技部科技基础性工作专项项目(2011FY110100-3),国家科技支撑计划项目(2011BAK12B01),重庆市社会民生科技创新专项项目(cstc2016shmszx30021)资助. (2011FY110100-3)

工程地质学报

OA北大核心CSCDCSTPCD

1004-9665

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