A quantitative evaluation of Playfair's law and its use in testing long-term stream erosion models

被引:135
作者
Niemann, JD
Gasparini, NM
Tucker, GE
Bras, RL
机构
[1] Penn State Univ, Dept Civil & Environm Engn, University Pk, PA 16802 USA
[2] MIT, Dept Civil & Environm Engn, Cambridge, MA 02139 USA
[3] Univ Oxford, Sch Geog & Environm, Oxford OX1 3TB, England
关键词
model; erosion; uplift; Playfair; junction;
D O I
10.1002/esp.272
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Playfair's law (J. Playfair, illustrations of the Huttonian Theory of the Earth, 1802) requires any two tributaries in a river network to lower at the same rate near their junction. Although this law holds exactly at the junction, it is unclear how well it holds in the vicinity of the junction. This issue has practical importance because Playfair's law has been used to estimate parameters for detachment-limited models of erosion. If the incision rate of a stream is modelled as betaA(m)S(n), where beta is an erodibility parameter, A is the area drained by the stream, and S is the local gradient of the channel, then the ratio of the parameters m/n can be estimated from junctions by assuming that Playfair's law holds over the distance used to determine S for each tributary. In this paper, Playfair's law and associated m/n estimates are evaluated for simulated basins with constant and temporally varying uplift rates (or baselevel lowering rates). The results demonstrate that estimates of m/n may be biased for basins with upward-concave stream profiles because the local slope must be approximated with an average upstream slope. In addition, when uplift rate varies temporally, knickpoints are shown to travel through the basins with constant vertical velocity. Because incision rates vary within the basin, Playfair's law only holds exactly at the junctions. These effects are more important when slopes are measured over longer distances. Finally, measurement techniques are presented which address these potential biases. Copyright (C) 2001 John Wiley & Sons, Ltd.
引用
收藏
页码:1317 / 1332
页数:16
相关论文
共 35 条
[1]  
[Anonymous], 1998, RIVERS ROCK FLUVIAL, DOI DOI 10.1029/GM107P0237
[2]  
Beaumont C., 1992, THRUST TECTONICS
[3]   ANALYTICAL THEORY OF EROSION [J].
CULLING, WEH .
JOURNAL OF GEOLOGY, 1960, 68 (03) :336-344
[4]   SOIL CREEP AND THE DEVELOPMENT OF HILLSIDE SLOPES [J].
CULLING, WEH .
JOURNAL OF GEOLOGY, 1963, 71 (02) :127-161
[5]  
GARDNER TW, 1983, GEOL SOC AM BULL, V94, P664, DOI 10.1130/0016-7606(1983)94<664:ESOKAL>2.0.CO
[6]  
2
[7]  
Hack J. T., 1957, US Government Printing Office, P1, DOI DOI 10.3133/PP294B
[8]  
HANCOCK GS, 1998, RIVERS ROCK FLUVIAL
[9]  
Howard A. D., 1980, THRESHOLDS GEOMORPHO
[10]  
HOWARD AD, 1983, GEOL SOC AM BULL, V94, P739, DOI 10.1130/0016-7606(1983)94<739:CCIB>2.0.CO