Evaluating Titan2D mass-flow model using the 1963 Little Tahoma Peak avalanches, Mount Rainier, Washington

被引:117
作者
Sheridan, MF
Stinton, AJ
Patra, A
Pitman, EB
Bauer, A
Nichita, CC
机构
[1] SUNY Buffalo, Dept Geol, Buffalo, NY 14260 USA
[2] SUNY Buffalo, Dept Mech & Aerosp Engn, Buffalo, NY 14260 USA
[3] SUNY Buffalo, Dept Math, Buffalo, NY 14260 USA
基金
美国国家科学基金会;
关键词
GIS; TIN; mass-flow model; Mount Rainier; avalanche; adaptive gridding;
D O I
10.1016/j.jvolgeores.2004.06.011
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The Titan2D geophysical mass-flow model is evaluated by comparing its simulation results and those obtained from another flow model, FLOW3D, with published data on the 1963 Little Tahoma Peak avalanches on Mount Rainier, Washington. The avalanches, totaling approximately 10 x 10(6) m(3) of broken lava blocks and other debris, traveled 6.8 km horizontally and fell 1.8 kin vertically (H/L=0.246). Velocities calculated from runup range from 24 to 42 m/s and may have been as high as 130 m/s while the avalanches passed over Emmons Glacier. Titan2D is a code for an incompressible Coulomb continuum; it is a depth-averaged, 'shallow-water', granular-flow model. The conservation equations for mass and momentum are solved with a Coulomb-type friction term at the basal interface. The governing equations are solved on multiple processors using a parallel, adaptive mesh, Godunov scheme. Adaptive gridding dynamically concentrates computing power in regions of special interest; mesh refinement and coarsening key on the perimeter of the moving avalanche. The model flow initiates as a pile defined as an ellipsoid by,a height (z) and an elliptical base defined by radii in the x and y planes. Flow parameters are the internal friction angle and bed friction angle. Results from the model are similar in terms of velocity history, lateral spreading, location of runup areas, and final distribution of the Little Tahoma Peak deposit. The avalanches passed over the Emmons Glacier along their upper flow paths, but lower in the valley they traversed stream gravels and glacial outwash deposits. This presents difficulty in assigning an appropriate bed friction angle for the entire deposit. Incorporation of variable bed friction angles into the model using GIS will help to resolve this issue. (C) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:89 / 102
页数:14
相关论文
共 26 条
[1]  
Chow V.T., 1959, Open Channel Hydraulics
[2]  
Crandell D.R., 1965, US GEOLOGICAL SURVEY, V1221, pA1
[3]   Flow of variably fluidized granular masses across three-dimensional terrain 2. Numerical predictions and experimental tests [J].
Denlinger, RP ;
Iverson, RM .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2001, 106 (B1) :553-566
[4]   Dynamics of the 1984 rock avalanche and associated distal debris flow on Mount Cayley, British Columbia, Canada; implications for landslide hazard assessment on dissected volcanoes [J].
Evans, SG ;
Hungr, O ;
Clague, JJ .
ENGINEERING GEOLOGY, 2001, 61 (01) :29-51
[5]  
FAHNESTOCK RK, 1963, 422A US GEOL SURV PR, pA1
[6]   A COMPARISON OF PYROCLASTIC FLOW AND DEBRIS AVALANCHE MOBILITY [J].
HAYASHI, JN ;
SELF, S .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 1992, 97 (B6) :9063-9071
[7]  
HEIM A, 1932, GEOL GESELL Z, V34, P74
[8]   A MODEL FOR THE RUNOUT ANALYSIS OF RAPID FLOW SLIDES, DEBRIS FLOWS, AND AVALANCHES [J].
HUNGR, O .
CANADIAN GEOTECHNICAL JOURNAL, 1995, 32 (04) :610-623
[9]  
Iverson RM, 1998, GEOL SOC AM BULL, V110, P972, DOI 10.1130/0016-7606(1998)110<0972:ODOLIH>2.3.CO
[10]  
2