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Landscape Evolution

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Mathematical Geoscience

Part of the book series: Interdisciplinary Applied Mathematics ((IAM,volume 36))

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Abstract

Chapter 6 describes a model for the evolution of hillslope topography by means of fluvial erosion. Coupled equations for the hillslope elevation and depth of water flow represent conservation of sediment and water mass, respectively. A uniform downhill slope is unstable to the Smith–Bretherton rilling instability, and this is regularised at large wave number by a singular term involving the ratio of water depth to hillslope elevation. The same theory is then used to describe the form and evolution of finite depth channels. These can be described by a nonlinear diffusion equation coupled with an integral constraint, the combination of which appears to give a well-posed problem for the channel depth; in addition, the channel profile selects its own width automatically. The issue of combining channel dynamics with longer term hillslope erosion is then discussed.

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Notes

  1. 1.

    The formation of the Himalayan mountains is actually more complicated than that which would arise from a simple buckling mechanism. Geological investigations indicate that the Himalayas are formed by a backflow of partially molten rock driven by its own buoyancy; the partial melting occurs in the subducting Indian crust due to extremely high levels of uranium concentration.

  2. 2.

    A fractal set is one whose dimension is non-integral. Curves have dimension one, areas have dimension two. A way of characterising the dimension of a set is to count the number of boxes N of size ε required to cover the set. If N∼ε −D as ε→0, then the set has fractal dimension D. This is consistent with our intuitive sense of dimension, but also allows the calculation of non-integer dimension for such exotica as the Koch snowflake, the Sierpinski gasket, and so on. Fractal sets typically exhibit power-law relationships in their description.

  3. 3.

    More precisely, \(\frac{d}{l}\sim(\frac{\Delta\rho_{sw}(1-\phi)}{Kf^{1/2}\rho_{w}})\frac{U_{D}}{r_{D}}\sim \frac{U_{D}}{r_{D}}\), so high mountains are (in this theory) a consequence of high uplift rate and low rainfall, which makes intuitive sense.

  4. 4.

    It is an unfortunate feature of applied mathematics that there are not enough letters in the Roman and Greek alphabets, even allowing for capitals, overhats, tildes, asterisks, subscripts and superscripts. Duplication is inevitable, and here, apologetically, we use f for the dimensionless sediment transport function, having just made use of it as the friction factor.

  5. 5.

    Note that in this case we avoid all the complications of degeneracy at x=0.

  6. 6.

    Meaning that they are non-zero only on finite interval(s).

  7. 7.

    For constant uplift U and rainfall r and the Meyer-Peter/Müller transport law (6.139), this is not true for the steady state slope, since then \(S=\frac{U}{r}+O(\delta^{1/3})\). Nevertheless it is reasonable to suppose S′=O(1), either because the base state is not in equilibrium, or because uplift and/or rainfall are not uniform.

  8. 8.

    This is easy to show, by consideration of the time derivative of \(\int_{-\infty}^{\infty}H^{2}\,dY\).

  9. 9.

    E here is unrelated to the dimensionless erosion rate used a long time ago in (6.16).

  10. 10.

    Probably only one, but if there were more, then h 0 is taken as the largest zero.

  11. 11.

    This choice is distinct from our earlier assumption in (6.20), which was that U∼A. By selecting the scale for a to be the presumed value where abrasion ceases, we cannot guarantee A∼U, and therefore A is not necessarily O(1).

  12. 12.

    Such coarsening is familiar in the equally dendritic environment of a solidifying alloy, see for example Marsh and Glicksman (1996).

  13. 13.

    See (1.163).

  14. 14.

    Using the Cauchy–Schwarz inequality, the boundedness of E implies the boundedness of the L 2(Ω) norm. This is not the same as proving the boundedness of u (or equivalently, that of the L ∞(Ω) norm).

References

  • Baldwin P (1985) Zeros of generalized Airy functions. Mathematika 32:104–117

    Article  MATH  MathSciNet  Google Scholar 

  • Bender CM, Orszag SA (1978) Advanced mathematical methods for scientists and engineers. McGraw-Hill, New York

    MATH  Google Scholar 

  • Carrier GF, Krook M, Pearson CE (1966) Functions of a complex variable. McGraw-Hill, New York

    MATH  Google Scholar 

  • Davis WM (1899) The geographical cycle. Geogr J 14:481–504

    Article  Google Scholar 

  • Drazin PG, Reid WH (1981) Hydrodynamic stability. Cambridge University Press, Cambridge

    MATH  Google Scholar 

  • Fowler AC (1997) Mathematical models in the applied sciences. Cambridge University Press, Cambridge

    Google Scholar 

  • Fowler AC, Kopteva N, Oakley C (2007) The formation of river channels. SIAM J Appl Math 67:1016–1040

    Article  MATH  MathSciNet  Google Scholar 

  • Hack JT (1957) Studies of longitudinal profiles in Virginia and Maryland. USGS Prof Paper, 294-B

    Google Scholar 

  • Hershenov J (1976) Solutions of the differential equation u‴+λ 2 zu′+(α−1)λ 2 u=0. Stud Appl Math 55:301–314

    MATH  MathSciNet  Google Scholar 

  • Horton RE (1945) Erosional development of streams and their drainage basins; hydrophysical approach to quantitative morphology. Bull Geol Soc Am 56:275–370

    Article  Google Scholar 

  • Howard AD (1994) A detachment-limited model of drainage basin evolution. Water Resour Res 30:2261–2285

    Article  Google Scholar 

  • Izumi N, Parker G (1995) Inception of channelization and drainage basin formation: upstream-driven theory. J Fluid Mech 283:341–363

    Article  MATH  MathSciNet  Google Scholar 

  • Izumi N, Parker G (2000) Linear stability analysis of channel inception: downstream-driven theory. J Fluid Mech 419:239–262

    Article  MATH  MathSciNet  Google Scholar 

  • Julien PY (1995) Erosion and sedimentation. Cambridge University Press, Cambridge

    Google Scholar 

  • Kramer S, Marder M (1992) Evolution of river networks. Phys Rev Lett 68:205–208

    Article  Google Scholar 

  • Lakin WD, Ng BS, Reid WH (1978) Approximations to the eigenvalue relation for the Orr-Sommerfeld problem. Philos Trans R Soc 289:347–371

    Article  MathSciNet  MATH  Google Scholar 

  • Loewenherz DS (1991) Stability and the initiation of channelized surface drainage: a reassessment of the short wavelength limit. J Geophys Res 96:8453–8464

    Article  Google Scholar 

  • Loewenherz-Lawrence DS (1994) Hydrodynamic description for advective sediment transport processes and rill initiation. Water Resour Res 30:3203–3212

    Article  Google Scholar 

  • Marsh SP, Glicksman ME (1996) Overview of geometric effects on coarsening of mushy zones. Metall Mater Trans 27A:557–567

    Article  Google Scholar 

  • Meyer-Peter E, Müller R (1948) Formulas for bed-load transport. In: Proc int assoc hydraul res, 3rd annual conference, Stockholm, pp 39–64

    Google Scholar 

  • Orme AR (2007) The rise and fall of the Davisian cycle of erosion: prelude, fugue, coda, and sequel. Phys Geogr 28:474–506

    Article  Google Scholar 

  • Reid WH (1972) Composite approximations to the solutions of the Orr-Sommerfeld equation. Stud Appl Math 51:341–368

    MATH  Google Scholar 

  • Rodríguez-Iturbe I, Rinaldo A (1997) Fractal river basins. Cambridge University Press, Cambridge

    Google Scholar 

  • Samarskii AA, Galaktionov VA, Kurdyumov SP, Mikhailov AP (1995) Blow-up in quasilinear parabolic equations. de Gruyter expositions in mathematics, vol 19. de Gruyter, Berlin

    MATH  Google Scholar 

  • Selby MJ (1993) Hillslope materials and processes, 2nd edn. Oxford University Press, Oxford

    Google Scholar 

  • Shields A (1936) Anwendung der Ähnlichkeits mechanik und der Turbulenzforschung auf die Geschiebebewegung. Mitteilung der Preussischen Versuchanstalt für Wasserbau und Schiffbau, Heft 26, Berlin

    Google Scholar 

  • Smith TR (2010) A theory for the emergence of channelized drainage. J Geophys Res 115:F02023. doi:10.1029/2008JF001114

    Article  Google Scholar 

  • Smith TR, Bretherton FP (1972) Stability and the conservation of mass in drainage basin evolution. Water Resour Res 8:1506–1529

    Article  Google Scholar 

  • Smith TR, Birnir B, Merchant GE (1997a) Towards an elementary theory of drainage basin evolution: I. The theoretical basis. Comput Geosci 23:811–822

    Article  Google Scholar 

  • Smith TR, Birnir B, Merchant GE (1997b) Towards an elementary theory of drainage basin evolution: II. A computational evaluation. Comput Geosci 23:823–849

    Article  Google Scholar 

  • Strahler AN (1952) Hypsometric (area altitude) analysis of erosional topography. Geol Soc Amer Bull 63:1117–1142

    Article  Google Scholar 

  • Tucker GE, Slingerland RL (1994) Erosional dynamics, flexural isostasy, and long-lived escarpments: a numerical modeling study. J Geophys Res 99:12229–12243

    Article  Google Scholar 

  • Turcotte DL (1992) Fractals and chaos in geology and geophysics. Cambridge University Press, Cambridge

    Google Scholar 

  • Van Rijn LC (1984) Sediment transport. Part II. Suspended load transport. J Hydraul Eng 110:1613–1641

    Article  Google Scholar 

  • Willett SD, Brandon MT (2002) On steady states in mountain belts. Geology 30:175–178

    Article  Google Scholar 

  • Willgoose G (2005) Mathematical modeling of whole landscape evolution. Annu Rev Earth Sci 33:443–459

    Article  MathSciNet  Google Scholar 

  • Willgoose G, Bras RL, Rodríguez-Iturbe I (1991) A coupled channel network growth and hillslope evolution model: I. Theory. Water Resour Res 27:1671–1684

    Article  Google Scholar 

  • Winstanley H (2001) The formation of river networks. MSc dissertation, Oxford University

    Google Scholar 

Download references

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Fowler, A. (2011). Landscape Evolution. In: Mathematical Geoscience. Interdisciplinary Applied Mathematics, vol 36. Springer, London. https://doi.org/10.1007/978-0-85729-721-1_6

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