Debris flow initiation and sediment recharge in gullies

被引:73
作者
Brayshaw, Drew [2 ]
Hassan, Marwan A. [1 ]
机构
[1] Univ British Columbia, Dept Geog, Vancouver, BC V6T 1Z2, Canada
[2] Univ British Columbia, Dept Forest Resources Management, Vancouver, BC V6T 1Z2, Canada
关键词
Debris flow; Debris slide; Gully; Landslide; Sedimentation; HEADWATER STREAMS; VANCOUVER-ISLAND; COAST RANGE; LANDSLIDES; OREGON; BASIN; CLASSIFICATION; MOBILIZATION; RECOGNITION; DEPOSITION;
D O I
10.1016/j.geomorph.2009.02.021
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Landslides that enter gullied low-order drainages can either initiate debris flow or stop, depositing sediment in the channel. This process is one of the most common ways that debris flows initiate, but little attention to date has been paid to evaluating the factors that affect whether or not the initial landslide will become a debris flow or deposit sediment in the channel. Statistically significant parameters that determine whether slope failures become debris flows or act to recharge in-channel sediment are channel gradient, angle of entry of failure into the channel, initial failure volume, and the amount of in-channel stored sediment. Steeper channels, low angles of entry, lower volumes of in-channel sediment, and larger initial failures were more likely to result in debris flows. This study found that as the volume of in-channel stored sediment increased, the volume of initial failure required to initiate a debris flow also increased. This result calls into question the simple supply-limited model of cyclical debris recharge and debris flow in low-order gullied drainages and suggests a negative feedback mechanism between debris accumulation and debris flow susceptibility. (C) 2009 Elsevier B.V. All rights reserved.
引用
收藏
页码:122 / 131
页数:10
相关论文
共 60 条
[1]   ANALYSIS OF RAINFALL-INDUCED DEBRIS FLOWS [J].
ANDERSON, SA ;
SITAR, N .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1995, 121 (07) :544-552
[2]  
[Anonymous], IAHS PUB
[3]  
[Anonymous], P 15 NE PAC PINK CHU
[4]   Debris flow run-out and landslide sediment delivery model tests [J].
Bathurst, JC ;
Burton, A ;
Ward, TJ .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1997, 123 (05) :410-419
[5]   Stochastic forcing of sediment supply to channel networks from landsliding and debris flow [J].
Benda, L ;
Dunne, T .
WATER RESOURCES RESEARCH, 1997, 33 (12) :2849-2863
[6]  
Benda L., 1987, Erosion and Sedimentation in the Pacific Rim, P213, DOI 10.1111/j.1753-4887.1977.tb06503.x
[7]   PREDICTING DEPOSITION OF DEBRIS FLOWS IN MOUNTAIN CHANNELS [J].
BENDA, LE ;
CUNDY, TW .
CANADIAN GEOTECHNICAL JOURNAL, 1990, 27 (04) :409-417
[8]   Field observations of a debris flow event in the Dolomites [J].
Berti, M ;
Genevois, R ;
Simoni, A ;
Tecca, PR .
GEOMORPHOLOGY, 1999, 29 (3-4) :265-274
[9]  
Bovis MJ, 1999, EARTH SURF PROC LAND, V24, P1039, DOI 10.1002/(SICI)1096-9837(199910)24:11<1039::AID-ESP29>3.0.CO
[10]  
2-U