EVALUATING DATA CONSTRAINTS ON 2-DIMENSIONAL FINITE-ELEMENT MODELS OF FLOODPLAIN FLOW

被引:16
作者
ANDERSON, MG
BATES, PD
机构
[1] Department of Geography, University of Bristol, Bristol, BS8 1SS, University Road
关键词
D O I
10.1016/0341-8162(94)90062-0
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
A prototype two dimensional finite element model for the simulation of flood flows is presented. This is shown to have significant advantages over other methods of flow simulation for compound meandering channels, such as the ability to predict dynamic inundation zones. In particular, this paper demonstrates that reasonable predictions may be obtained on the basis of extremely sparse data sets, such as topographic maps and available flow monitoring records. Finally, a more rigourous method of determining the most suitable modelling approach in a given situation is called for.
引用
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页码:1 / 15
页数:15
相关论文
共 24 条
[1]  
AKANBI AA, 1988, P AM SOC CIVIL ENG, V114, P689
[2]  
Anderson M. G., 1990, Process studies in hillslope hydrology., P365
[3]   UNGAUGED CATCHMENT MODELING .1. ASSESSMENT OF FLOOD-PLAIN FLOW MODEL ENHANCEMENTS [J].
BAIRD, L ;
ANDERSON, MG .
CATENA, 1992, 19 (01) :17-31
[4]   UNGAUGED CATCHMENT MODELING .2. UTILIZATION OF HYDRAULIC MODELS FOR VALIDATION [J].
BAIRD, L ;
GEE, DM ;
ANDERSON, MG .
CATENA, 1992, 19 (01) :33-42
[5]   MODELING FLOODPLAIN FLOWS USING A 2-DIMENSIONAL FINITE-ELEMENT MODEL [J].
BATES, PD ;
ANDERSON, MG ;
BAIRD, L ;
WALLING, DE ;
SIMM, D .
EARTH SURFACE PROCESSES AND LANDFORMS, 1992, 17 (06) :575-588
[6]   CHANGING IDEAS IN HYDROLOGY - THE CASE OF PHYSICALLY-BASED MODELS [J].
BEVEN, K .
JOURNAL OF HYDROLOGY, 1989, 105 (1-2) :157-172
[7]  
Chow V.T., 1959, OPEN CHANNEL HYDRAUL
[8]  
FELDHAUS R, 1992, HYDRAULIC AND ENVIRONMENTAL MODELLING : ESTUARINE AND RIVER WATERS, P323
[9]   LARGE-SCALE FLOODPLAIN MODELING [J].
GEE, DM ;
ANDERSON, MG ;
BAIRD, L .
EARTH SURFACE PROCESSES AND LANDFORMS, 1990, 15 (06) :513-523
[10]   SEDIMENT TRANSFER TO OVERBANK SECTIONS [J].
JAMES, CS .
JOURNAL OF HYDRAULIC RESEARCH, 1985, 23 (05) :435-452