The influence of shallow landslides on sediment supply: A flume-based investigation using sandy soil

被引:42
作者
Acharya, G. [1 ]
Cochrane, T. A. [1 ]
Davies, T. [2 ]
Bowman, E. [1 ]
机构
[1] Univ Canterbury, Dept Civil & Nat Resources Engn, Christchurch 1, New Zealand
[2] Univ Canterbury, Dept Geol Sci, Christchurch 1, New Zealand
关键词
Landslide; Flume; Rainfall simulator; Rill; Sediment yield; Soil armouring; RAINFALL; FAILURE; FLOWSLIDES; GENERATION; INITIATION; MOBILITY; EROSION; HAZARD; MODEL; WATER;
D O I
10.1016/j.enggeo.2009.06.008
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The impact of rainfall-induced shallow landslides on hillslope sediment discharge is not well understood. This paper reports experimental measurements of sediment discharge after water-induced shallow landslides are triggered on sandy soil in a flume under simulated rainfall. The principal aim of the research was to investigate how varying soil depth affects the location and occurrence of shallow slope failures, as well as how it affects sediment yields downslope. Four experiments were conducted using the same sandy soil and a 30 degrees and 10 degrees compound slope configuration under average rainfall intensity of 50 mm h(-1) for up to 390 min. Soil depths were set to 200, 300, 400 and 500 mm. Engineering and geotechnical properties of the soil were examined. Sediment discharge and runoff were collected from the flume outlet at 15 minute intervals. Changes in the soil slope profiles after landslides and soil physical properties resulted from soil armouring, under continuous rainfall were also recorded. Results showed that sediment yields at the flume outlet, before landslides occurred, were very low and limited to the finer soil particles as would be expected for a sandy soil. However subsequent variations in sediment discharge were strongly related to failure events and their proximity to the outlet. Sediment yield was also affected by the original soil depth; the greater the depth, the higher the sediment yields. Post-failure reductions in sediment discharge were observed and attributed to post-failure slope stabilization under continuing rainfall and extensive soil armouring near the flume outlet. The results provide a clear linkage between landslides and sediment discharge due to hydrological processes occurring in the hillslope. This knowledge is being used to develop a model to predict sediment discharges from hillslopes following shallow landslide events. (C) 2009 Elsevier B.V. All rights reserved.
引用
收藏
页码:161 / 169
页数:9
相关论文
共 43 条
  • [1] Assessing landslide hazard in GIS: a case study from Rasuwa, Nepal
    Acharya, G
    De Smedt, F
    Long, NT
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2006, 65 (01) : 99 - 107
  • [2] ANALYSIS OF RAINFALL-INDUCED DEBRIS FLOWS
    ANDERSON, SA
    SITAR, N
    [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1995, 121 (07): : 544 - 552
  • [3] THE INFLUENCE OF DEBRIS FLOWS ON CHANNELS AND VALLEY FLOORS IN THE OREGON COAST RANGE, USA
    BENDA, L
    [J]. EARTH SURFACE PROCESSES AND LANDFORMS, 1990, 15 (05) : 457 - 466
  • [4] Stochastic forcing of sediment supply to channel networks from landsliding and debris flow
    Benda, L
    Dunne, T
    [J]. WATER RESOURCES RESEARCH, 1997, 33 (12) : 2849 - 2863
  • [5] Cernica J.N., 1995, Geotechnical Engineering - Soil Mechanics
  • [6] Modelling landslide hazard, soil redistribution and sediment yield of landslides on the Ugandan footslopes of Mount Elgon
    Claessens, L.
    Knapen, A.
    Kitutu, M. G.
    Poesen, J.
    Deckers, J. A.
    [J]. GEOMORPHOLOGY, 2007, 90 (1-2) : 23 - 35
  • [7] COCHRANE TA, 2007, 2007 ASABE ANN M MIN
  • [8] The angle of reach as a mobility index for small and large landslides
    Corominas, J
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 1996, 33 (02) : 260 - 271
  • [9] Landslide characteristics and, slope instability modeling using GIS, Lantau Island, Hong Kong
    Dai, FC
    Lee, CF
    [J]. GEOMORPHOLOGY, 2002, 42 (3-4) : 213 - 228
  • [10] Deutscher MS, 2000, UNSATURATED SOILS FOR ASIA, P777