Size of a debris flow deposition: Model experiment approach

被引:20
作者
Liu, X
机构
[1] Inst. of Mt. Disasters/Environment, Chinese Academy of Sciences, Chengdu, Sichuan 610041
来源
ENVIRONMENTAL GEOLOGY | 1996年 / 28卷 / 02期
关键词
debris flow; model experiments; depositional size; depositional volume;
D O I
10.1007/s002540050079
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The prediction of the dangerous extent of a debris flow deposition is of vital importance, but difficult to achieve. Precise prediction of the depositional boundary of a debris flow event is impossible, but the size of a debris flow deposition could provide some estimates of the area, length, width, and thickness of a debris flow deposition. Based on in situ depositional experiments performed on a debris flow creek just after debris flows, a rule of thumb expressed by a group of equations containing the multiple-variate nonlinear functions is proposed in this paper. The interrelationships between the size and the causation also are discussed, and some empirical formulae to calculate the causative parameters for different regions are presented.
引用
收藏
页码:70 / 77
页数:8
相关论文
共 25 条
[1]  
Arattano M., 1994, B INT ASS ENG GEOL, V49, P3, DOI [10.1007/BF02594995, DOI 10.1007/BF02594995]
[2]  
Bull W.B., 1964, GEOL SURV PROF PAPER, V352-E, P89, DOI 10.3133/pp352e
[3]  
Costa J.E., 1984, Developments and Applications in Geomorphology, P268, DOI 10.1007/978-3-642-69759-3_9
[4]  
CURRY RR, 1966, GEOL SOC AM BULL, V77, P771, DOI 10.1130/0016-7606(1966)77[771:OOAMIT]2.0.CO
[5]  
2
[6]  
EISBECHER CH, 1984, DESTRUCTIVE MASS MOV
[7]  
Hampel R., 1977, WILDBACH LAWINENVERB, V41, P3
[8]   QUANTITATIVE-ANALYSIS OF DEBRIS TORRENT HAZARDS FOR DESIGN OF REMEDIAL MEASURES [J].
HUNGR, O ;
MORGAN, GC ;
KELLERHALS, R .
CANADIAN GEOTECHNICAL JOURNAL, 1984, 21 (04) :663-677
[9]  
IVERSON RM, 1993, HYDRAULIC ENG 93, V2, P1604
[10]  
Johnson A.M., 1984, Slope Instability, P257