Hostname: page-component-78c5997874-dh8gc Total loading time: 0 Render date: 2024-11-05T10:09:27.911Z Has data issue: false hasContentIssue false

Inception of channelization and drainage basin formation: upstream-driven theory

Published online by Cambridge University Press:  26 April 2006

Norihiro Izumi
Affiliation:
Department of Civil Engineering, Tokyo Institute of Technology, 12-1 O-okayama 2 chome, Meguro, Tokyo 152, Japan
Gary Parker
Affiliation:
St Anthony Falls Hydraulic Laboratory, Department of Civil and Mineral Engineering, University of Minnesota, Mississippi River at 3rd Avenue SE, Minneapolis, MN 55414, USA

Abstract

The ubiquitous presence of river drainage basins in the terrestrial environment suggests that distributed overland flow generated by rainfall tends to spontaneously organize itself into dendritic systems of discrete channels. Several recent numerical models describe the evolution of complete drainage basins from the initial condition of rainfall on a flat, tilted plateau, the surface of which has been provided with random elevation perturbations. These analyses model overland flow via the assumption of a perfect balance between gravitational and frictional terms, i.e. in terms of normal flow.

Linear stability analysis applied to the normal flow model has been shown, however, to fail to select a wavelength corresponding to a finite distance of separation between incipient basins. This suggests that the normal flow model may not be a sufficient basis for studying drainage basin development, especially at the finest scales of morphologic significance.

Here the concept of a threshold condition for bed erosion is combined with an analysis of the full equations of shallow overland flow in order to study wavelength selection. Classical linear stability analysis is shown to be inadequate to analyse the problem at the level of inception. An alternative linear analysis of bed perturbations based on the threshold condition is developed, and shown to lead to the selection of finite wavelength of the correct order of magnitude.

The analysis here is driven from the upstream direction in that bed erosion is first caused only when sufficient flow has gathered from upstream due to rainfall. A downstream-driven theory of incipient channelization that is not necessarily dependent upon rainfall is presented in Izumi (1993), and is presently in preparation for publication.

Type
Research Article
Copyright
© 1995 Cambridge University Press

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Abrahams, A. D. 1984 Channel networks: a geomorphological perspective. Wat. Resources Res. 20, 161168.Google Scholar
Ariathurai, R. & Arulanandan, K. 1978 Erosion rates of cohesive soils. J. Hydraul. Div., ASCE 104, 279283.Google Scholar
Blondeaux, P. & Seminara, G. 1985 A unified bar-bend theory of river meanders. J. Fluid Mech. 157, 449470.Google Scholar
Colombini, M., Seminara, G. & Tubino, M. 1987 Finite-amplitude alternate bars. J. Fluid Mech. 181, 213232.Google Scholar
Dietrich, W. E. & Dunne, T. 1993 The channel head. In Channel Networks Hydrology (ed. K. Berlin, & M. J. Kirkby), pp. 175219. Wiley.
Dietrich, W. E., Wilson, C. J., Montgomery, D. R. & Mclean, J. 1993 Analysis of erosion thresholds, channel networks, and landscape morphology using a digital terrain model. J. Geol. 101, 259278.Google Scholar
Engelund, F. A. 1970 Instability of erodible beds. J. Fluid Mech. 42, 225244.Google Scholar
Engelund, F. A., & Skovgaard, O. 1973 On the origin of meandering and brading in alluvial streams. J. Fluid Mech. 57, 289302.Google Scholar
Fischer, H. B., List, J. E., Koh, R. C. Y, Imberger, J. & Brooks, N. H. 1979 Mixing in Inland and Coastal Waters. Academic.
Fredsoe, J. 1974 On the development of dunes in erodible beds. J. Fluid Mech. 64, 116.Google Scholar
Fredsoe, J. 1978 Meandering and braiding of rivers. J. Fluid Mech. 84, 609624.Google Scholar
Horton, R. E. 1945 Erosional development of streams and their drainage basins; hydrophysical approach to quantitative morphology. Geol. Soc. Am. Bull. 56, 275370.Google Scholar
Howard, A. D. 1990 Theoretical model of optimal drainage networks. Wat. Resources Res. 26, 21072117.Google Scholar
Howard, A. D. 1994 A detachment-limited model of drainage basin evolution. Wat. Resources Res. 30, 22612285.Google Scholar
Ikeda, S. & Izumi, N. 1991 Stable channel cross sections of straight sand rivers. Wat. Resources Res. 27, 24292438.Google Scholar
Ikeda, S., Parker, G. & Sawai, K. 1981 Bend theory of river meanders. Part 1. Linear development. J. Fluid Mech. 112, 363377.Google Scholar
Izumi, N. 1993 Channelization and drainage basin formation in cohesive soils PhD Thesis, University of Minnesota.
Loewenherz, D. S. 1991 Stability and the initiation of channelized surface drainage: a reassessment of the short wavelength limit. J. Geophys. Res. 96, 84538464.Google Scholar
Luke, J. 1974 Special solutions for nonlinear erosion problems. J. Geophys. Res. 79, 40354040.Google Scholar
Meinhardt, H. A. 1982 Models of Biological Pattern Formation. Academic.
Montgomery, D. R. & Dietrich, W. E. 1989 Source area, drainage density and channel initiation. Wat. Resources Res. 25, 19071918.Google Scholar
Parker, G. 1976 On the cause and characteristic scales of meandering and braiding in rivers. J. Fluid Mech. 76, 457480.Google Scholar
Parker, G. 1978 Self-formed straight rivers with equilibrium banks and mobile bed. Part 1. Then sand-silt river. J. Fluid Mech. 89, 109125.Google Scholar
Partheniades, E. 1965 Erosion and deposition of cohesive soils. J. Hydraul. Engng, ASCE 91, 105139.Google Scholar
Raudkivi, A. J. 1976 Loose Boundary Hydraulics, 2nd edn. Pergamon.
Richards, K. J. 1980 The formation of ripples and dunes on an erodible bed. J. Fluid Mech. 99, 597618.Google Scholar
Rodi, W. 1980 Turbulence Models and their Applications in Hydraulics. IAHR.
Roth, G. & Siccardi, F. 1989 Hydrodynamic description of the erosional development of drainage patterns. Wat. Resources Res. 25, 319332.Google Scholar
Sawai, K., Ashida, K. & Imamoto, H. 1986 Stream network evolution and sediment yield on a bare slope. In Proc. 3rd Intl Symp. on River Sedimentation (ed. S. Y. Wang). University of Mississippi.
Schielen, R., Doelman, A. & Swart, H. E. DE 1993 On the nonlinear dynamics of free bars in straight channels. J. Fluid Mech. 252, 325356.Google Scholar
Shen, H. W. & Li, R. M. 1973 Rainfall effect on sheet flow over smooth surface. J. Hydraul. Engng, ASCE 99, 771792.Google Scholar
Smith, J. D. 1970 Stability of a sand bed subjected to shear flow at low Froude Number. J. Geophys. Res. 75, 59285940.Google Scholar
Smith, T. & Bretherton, F. B. 1972 Stability and the conservation of mass in drainage basin evolution. Wat. Resources Res. 8, 15061529.Google Scholar
Strahler, A. N. 1958 Dimensional analysis applied to fluvially eroded landforms. Bull. Geol. Soc. Am. 69, 279300.Google Scholar
Tubino, M. & Seminara, G. 1990 Free-forced interactions in developing meanders and suppression of free bars. J. Fluid Mech. 214, 131159.Google Scholar
Vanoni, V. A. (ed.) 1975 Sedimentation Engineering. American Society of Civil Engineers.
Willgoose, G., Bras, R. & Rodriguez-Iturbe, I. 1989 A physically based channel network and catchment model. Rep. 322, Ralph Parsons Laboratory, Department of Civil Engineering, Massachusetts Institute of Technology.
Willgoose, G., Bras, R. & Rodriguez-Iturbe, I. 1991a A coupled channel network growth and hillslope evolution model. 1. Theory. Wat. Resources Res. 27, 16711684.Google Scholar
Willgoose, G., Bras, R. & Rodriguez-Iturbe, I. 1991b A coupled channel network growth and hillslope evolution model. 2. Nondimensionalization and applications. Wat. Resources Res. 27, 16851696.Google Scholar
Yoon, Y. N. & Wenzel, H. G. Jr., 1971 Mechanics of sheet flow under simulated rainfall. J. Hydraul. Engng, ASCE 97, 13671386.Google Scholar