Sustainable Slopes: Satisfying Rainfall-Erosion Equilibrium and Mechanical Stability

Abstract. While manmade slopes are traditionally constructed with planar cross-sections, natural stable slopes are usually curvilinear with significant concavity of the profile. This concavity occurs as a result of evolutionary processes in which rain-driven erosion and sediment transport are balanced through slope shape adjustments. At the point of equilibrium, a relatively steady concavity with a uniform erosion rate is observed over time. Nevertheless, a true equilibrium state is possible only if mechanical stability is satisfied. In this study, concave profiles in rainfall erosion equilibrium were found based on the principles of the well-known RUSLE2 model. Results showed the existence of a family of steady shapes satisfying the condition of uniform normalized erosion rate. Those steady concave shapes that also satisfied long-term mechanical stability were then investigated. The overall results suggest that concave slopes can be constructed to achieve both minimal steady-state erosion equilibrium and mechanical stability, leading to more natural and sustainable landforms with minimal sediment delivery during initial slope adjustments.

[1]  Stanley A. Schumm,et al.  The role of creep and rainwash on the retreat of badland slopes [South Dakota] , 1956 .

[2]  F. Ahnert,et al.  Equilibrium, scale and inheritance in geomorphology , 1994 .

[3]  Jonathan D. Phillips,et al.  Emergence and pseudo-equilibrium in geomorphology , 2011 .

[4]  Dov Leshchinsky,et al.  Geosynthetic-reinforced soil structures with concave facing profile , 2016 .

[5]  D. Nash,et al.  Forms of bluffs degraded for different lengths of time in emmet county, Michigan, U.S.A. , 1980 .

[6]  P. Bishop,et al.  Regional analysis of bedrock stream long profiles: evaluation of Hack's SL form, and formulation and assessment of an alternative (the DS form) , 2007 .

[7]  Björn Birnir,et al.  Transient attractors: towards a theory of the graded stream for alluvial and bedrock channels , 2000 .

[8]  Dov Leshchinsky,et al.  Optimal profile for concave slopes under static and seismic conditions , 2016 .

[9]  P. Molnar,et al.  Energy dissipation theories and optimal channel characteristics of river networks , 1998 .

[10]  G. R. Foster,et al.  A Runoff Erosivity Factor and Variable Slope Length Exponents for Soil Loss Estimates , 1977 .

[11]  Charles C. S. Song,et al.  Theory of Minimum Rate of Energy Dissipation , 1979 .

[12]  C. Twidale,et al.  Backwearing of slopes - the development of an idea , 2007 .

[13]  C. K. Mutchler,et al.  Revised Slope Length Factor for the Universal Soil Loss Equation , 1989 .

[14]  Athol D. Abrahams Distinguishing between the concepts of steady state and dynamic equilibrium in geomorphology , 1968 .

[15]  L. D. Meyer,et al.  How Row-Sideslope Length and Steepness Affect Sideslope Erosion , 1989 .

[16]  M. Welford,et al.  The Equilibrium Concept in Geomorphology , 1994 .

[17]  J. T. Hack Interpretation of erosional topography in humid temperate regions. , 1960 .

[18]  Isaac A. Jeldes,et al.  Concave Slopes for Improved Stability and Erosion Resistance , 2013 .

[19]  N. Sitar,et al.  Stability of Steep Slopes in Cemented Sands , 2011 .

[20]  Liu Han,et al.  3D stability analysis method of concave slope based on the Bishop method , 2017 .

[21]  Walther Penck,et al.  Morphological analysis of land forms : a contribution to physical geology , 1953, Geological Magazine.

[22]  Luna Bergere Leopold,et al.  The concept of entropy in landscape evolution , 1962 .

[23]  Victor R. Baker,et al.  11 Entropy and the Shaping of the Landscape by Water , 2005 .

[24]  D. Montgomery Slope Distributions, Threshold Hillslopes, and Steady-state Topography , 2001 .

[25]  Daniel C. Yoder,et al.  Design of Stable Concave Slopes for Reduced Sediment Delivery , 2015 .

[26]  D. H. Gray Influence of Slope Morphology on the Stability of Earthen Slopes , 2013 .

[27]  Vasily Vasilevic Sokolovski,et al.  Statics of soil media , 1960 .

[28]  Robert A. Young,et al.  Soil movement on irregular slopes , 1969 .

[29]  G. Tucker,et al.  Landscape response to tectonic forcing: Digital elevation model analysis of stream profiles in the Mendocino triple junction region, northern California , 2000 .

[30]  Stefano Utili,et al.  On the optimal profile of a slope , 2007 .

[31]  Alessandro Marani,et al.  Energy dissipation, runoff production, and the three-dimensional structure of river basins , 1992 .

[32]  N. Sitar,et al.  Processes of coastal bluff erosion in weakly lithified sands, Pacifica, California, USA , 2008 .

[33]  Donald H. Gray,et al.  Landforming: An Environmental Approach to Hillside Development, Mine Reclamation and Watershed Restoration , 2007 .

[34]  J. Larue,et al.  Effects of tectonics and lithology on long profiles of 16 rivers of the southern Central Massif border between the Aude and the Orb (France) , 2008 .

[35]  John Wainwright,et al.  Equilibrium in the balance? Implications for landscape evolution from dryland environments , 2008 .

[36]  Mark A. Nearing,et al.  Slope Shape Effects on Erosion , 2005 .

[37]  Craig Rasmussen,et al.  Quantifying the climatic and tectonic controls on hillslope steepness and erosion rate , 2009 .

[38]  Isaac A. Jeldes,et al.  Approximate Solution to the Sokolovskiĭ Concave Slope at Limiting Equilibrium , 2015 .