The impact of wide-graded debris flow on sediment-trap dams in the Tibetan Plateau: an experimental study

In the Tibetan Plateau, pronounced topographical relief (steep mountains and deep valleys) coupled with intense weathering processes generates highly fragmented slope surfaces, creating debris-flow source materials with exceptionally heterogeneous grain-size distributions. These conditions frequently produce debris flows that exhibit extraordinary impact forces which cause severe damage to sediment-trap dams. Through 27 sets of flume experiments that systematically varied the particle-size distribution ( d max ), bulk density ( <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM1" overflow="scroll"> <mml:mi>γ</mml:mi> </mml:math> ) and flume slope ( <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM2" overflow="scroll"> <mml:mi>θ</mml:mi> </mml:math> ), this study investigates the impact mechanisms of wide-graded debris flows on sediment-trap dams. The results demonstrate that debris-flow interactions with sediment-trap dams occur through three distinct phases: (1) impact run-up, (2) rotational backflow and (3) depositional back-silting. Lower bulk-density flows exhibited greater run-up heights and more pronounced phase differentiation. Measured impact forces ( F ) showed an inverse relationship with bulk density ( <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM3" overflow="scroll"> <mml:mi>γ</mml:mi> </mml:math> ↑→ F ↓), while displaying positive correlations with both slope gradient ( <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM4" overflow="scroll"> <mml:mi>θ</mml:mi> </mml:math> ↑→ F ↑) and maximum particle size ( d max ↑→ F ↑). This occurs because higher- <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM5" overflow="scroll"> <mml:mi>γ</mml:mi> </mml:math> flows experience increased internal shear resistance, resulting in a reduction in velocity. Steeper slopes enhance kinematic energy, while larger particles generate more concentrated momentum transfer during impact. Sensitivity analysis revealed that d max exerts dominant control over impact dynamics compared to <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM6" overflow="scroll"> <mml:mi>γ</mml:mi> </mml:math> and <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM7" overflow="scroll"> <mml:mi>θ</mml:mi> </mml:math> . These findings provide critical insights for sediment-trap dam design in high-altitude debris-flow mitigation systems.

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Publication Details

Journal
Quarterly Journal of Engineering Geology and Hydrogeology
Published
2025-05-07
DOI
https://doi.org/10.1144/qjegh2024-184
Primary Topic
Landslides and related hazards
Type
article
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article

The impact of wide-graded debris flow on sediment-trap dams in the Tibetan Plateau: an experimental study

Wen Zhang, Yong Liu, Juan Zhou, Shunzhi He
Quarterly Journal of Engineering Geology and Hydrogeology
Landslides and related hazards
article

The impact of wide-graded debris flow on sediment-trap dams in the Tibetan Plateau: an experimental study

Wen Zhang, Yong Liu, Juan Zhou, Shunzhi He
article en

Abstract

In the Tibetan Plateau, pronounced topographical relief (steep mountains and deep valleys) coupled with intense weathering processes generates highly fragmented slope surfaces, creating debris-flow source materials with exceptionally heterogeneous grain-size distributions. These conditions frequently produce debris flows that exhibit extraordinary impact forces which cause severe damage to sediment-trap dams. Through 27 sets of flume experiments that systematically varied the particle-size distribution ( d max ), bulk density ( <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM1" overflow="scroll"> <mml:mi>γ</mml:mi> </mml:math> ) and flume slope ( <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM2" overflow="scroll"> <mml:mi>θ</mml:mi> </mml:math> ), this study investigates the impact mechanisms of wide-graded debris flows on sediment-trap dams. The results demonstrate that debris-flow interactions with sediment-trap dams occur through three distinct phases: (1) impact run-up, (2) rotational backflow and (3) depositional back-silting. Lower bulk-density flows exhibited greater run-up heights and more pronounced phase differentiation. Measured impact forces ( F ) showed an inverse relationship with bulk density ( <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM3" overflow="scroll"> <mml:mi>γ</mml:mi> </mml:math> ↑→ F ↓), while displaying positive correlations with both slope gradient ( <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM4" overflow="scroll"> <mml:mi>θ</mml:mi> </mml:math> ↑→ F ↑) and maximum particle size ( d max ↑→ F ↑). This occurs because higher- <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM5" overflow="scroll"> <mml:mi>γ</mml:mi> </mml:math> flows experience increased internal shear resistance, resulting in a reduction in velocity. Steeper slopes enhance kinematic energy, while larger particles generate more concentrated momentum transfer during impact. Sensitivity analysis revealed that d max exerts dominant control over impact dynamics compared to <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM6" overflow="scroll"> <mml:mi>γ</mml:mi> </mml:math> and <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="IM7" overflow="scroll"> <mml:mi>θ</mml:mi> </mml:math> . These findings provide critical insights for sediment-trap dam design in high-altitude debris-flow mitigation systems.

Quarterly Journal of Engineering Geology and HydrogeologyVol. 58(3)
Chinese Academy of Geological Sciences (CN), PowerChina (China) (CN)
Openalex Percentile: Top 86%
Landslides and related hazards
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