Non-linearity and spatial resolution in a cellular automaton model of a small upland basin

被引:37
作者
Coulthard, TJ [1 ]
Kirkby, MJ [1 ]
Macklin, MG [1 ]
机构
[1] Univ Leeds, Sch Geog, Leeds LS2 9JT, W Yorkshire, England
关键词
D O I
10.5194/hess-2-257-1998
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The continuing development of computational fluid dynamics is allowing the high resolution study of hydraulic and sediment transport processes but, due to computational complexities, these are rarely applied to areas larger than a reach. Existing approaches, based upon linked cross sections, can give a quasi two-dimensional view, effectively simulating sediment transport for a single river reach. However, a basin represents a whole discrete dynamic system within which channel, floodplain and slope processes operate over a wide range of space and time scales. Here, a cellular automaton (CA) approach has been used to overcome some of these difficulties, in which the landscape is represented as a series of fixed size cells. For every model iteration, each cell acts only in relation to the influence of its immediate neighbours in accordance with appropriate rules. The model presented here takes approximations of existing how and sediment transport equations, and integrates them, together with slope and floodplain approximations, within a cellular automaton framework. This method has been applied to the basin of Cam Gill Beck (4.2 km(2)) above Starbotton, upper Wharfedale, a tributary of the River Wharfe, North Yorkshire, UK. This approach provides, for the first time, a workable model of the whole basin at a 1 m resolution. Preliminary results show the evolution of bars, braids, terraces and alluvial fans which are similar to those observed in the field, and examples of large and small scale non-linear behaviour which may have considerable implications for future models.
引用
收藏
页码:257 / 264
页数:8
相关论文
共 36 条
[1]  
Bates PD, 1997, EARTH SURF PROC LAND, V22, P3, DOI 10.1002/(SICI)1096-9837(199701)22:1<3::AID-ESP667>3.0.CO
[2]  
2-U
[3]  
Beven K.J., 1979, HYDROL SCI B, V24, P43, DOI [DOI 10.1080/02626667909491834, 10.1080/02626667909491834]
[4]  
BRIDGE JS, 1979, SEDIMENTOLOGY, V26, P617, DOI 10.1111/j.1365-3091.1979.tb00935.x
[5]  
COULTHARD TJ, 1998, FLUVIAL PROCESSES EN
[6]  
Einstein HA, 1950, USDA TECH B, V1026
[7]  
Feldman A. D, 1981, ADV HYDROSCI, V12, P298
[8]  
Heller PL, 1996, J SEDIMENT RES, V66, P297
[9]   NUMERICAL-SIMULATION OF DOWNSTREAM FINING BY SELECTIVE TRANSPORT IN GRAVEL-BED RIVERS - MODEL DEVELOPMENT AND ILLUSTRATION [J].
HOEY, TB ;
FERGUSON, R .
WATER RESOURCES RESEARCH, 1994, 30 (07) :2251-2260
[10]   A DETACHMENT-LIMITED MODEL OF DRAINAGE-BASIN EVOLUTION [J].
HOWARD, AD .
WATER RESOURCES RESEARCH, 1994, 30 (07) :2261-2285