2-DIMENSIONAL WATER FLOOD AND MUDFLOW SIMULATION

被引:551
作者
OBRIEN, JS [1 ]
JULIEN, PY [1 ]
FULLERTON, WT [1 ]
机构
[1] COLORADO STATE UNIV,DEPT CIVIL ENGN,FT COLLINS,CO 80523
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1993年 / 119卷 / 02期
关键词
D O I
10.1061/(ASCE)0733-9429(1993)119:2(244)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
FLO-2D is a two-dimensional finite difference model that simulates clear-water flood hazards, mudflows, and debris flows on alluvial fans and urban floodplains. Interactive flood or mudflow routing between channel, street, and floodplain flow is performed using a uniform grid system to describe complex floodplain topography. A quadratic rheological model, developed from field and laboratory mudflow data, enables appropriate simulations of flooding conditions ranging from clear water to hyperconcentrated sediment flows. Computer-aided design (CAD) graphics of predicted time-sequenced flood depths automates the delineation of flood hazards. Replication of the 1983 Rudd Creek mudflow in Utah demonstrates the capability of the model.
引用
收藏
页码:244 / 261
页数:18
相关论文
共 22 条
[1]  
AKAN AO, 1981, J HYDR ENG DIV-ASCE, V107, P719
[2]  
[Anonymous], 1950, BED LOAD FUNCTION SE
[3]   EXPERIMENTS ON A GRAVITY-FREE DISPERSION OF LARGE SOLID SPHERES IN A NEWTONIAN FLUID UNDER SHEAR [J].
BAGNOLD, RA .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1954, 225 (1160) :49-63
[4]  
DELEON AA, 1982, HYDRAULICS HYDROLOGY
[5]  
EGASHIRA S, 1989, 32B2 KYOT U ANN DIS, P487
[6]  
HROMADKA TV, 1987, USGS874137 DENV FED
[7]   RHEOLOGY OF HYPERCONCENTRATIONS [J].
JULIEN, PY ;
LAN, YQ .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1991, 117 (03) :346-353
[8]  
JULIEN PY, 1987, SEDIMENT TRANSPORT G, P537
[9]  
Liggett J.A., 1975, UNSTEADY FLOW OPEN C
[10]  
MACARTHUR RC, 1986, 3 INT S RIV SED U MI, P1615