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A process‐based model for colluvial soil depth and shallow landsliding using digital elevation data
Abstract
A model is proposed for predicting the spatial variation in colluvial soil depth, the results of which are used in a separate model to examine the effects of root strength and vertically varying saturated conductivity on slope stability. The soil depth model solves for the mass balance between soil production from underlying bedrock and the divergence of diffusive soil transport. This model is applied using high‐resolution digital elevation data of a well‐studied site in northern California and the evolving soil depth is solved using a finite difference model under varying initial conditions. The field data support an exponential decline of soil production with increasing soil depth and a diffusivity of about 50 cm 2/yr. The predicted pattern of thick and thin colluvium corresponds well with field observations. Soil thickness on ridges rapidly obtain an equilibrium depth, which suggests that detailed field observations relating soil depth to local topographic curvature could further test this model. Bedrock emerges where the curvature causes divergent transport to exceed the soil production rate, hence the spatial pattern of bedrock outcrops places constraints on the production law. The infinite slope stability model uses the predicted soil depth to estimate the effects of root cohesion and vertically varying saturated conductivity. Low cohesion soils overlying low conductivity bedrock are shown to be least stable. The model may be most useful in analyses of slope instability associated with vegetation changes from either land use or climate change, although practical applications may be limited by the need to assign values to several spatially varying parameters. Although both the soil depth and slope stability models offer local mechanistic predictions that can be applied to large areas, representation of the finest scale valleys in the digital terrain model significantly influences local model predictions. This argues for preserving fine‐scale topographic detail and using relatively fine grid sizes even in analyses of large catchments.
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Cites
BEVEN, K. J., & KIRKBY, M. J. (1979) · Hydrological Sciences Bulletin · doi:10.1080/02626667909491834 · Cited by 6,670
Cited by
Spatial data for landslide susceptibility, hazard, and vulnerability assessment: An overview
van Westen, C. J., Castellanos, E., & Kuriakose, S. L. (2008) · Engineering Geology · doi:10.1016/j.enggeo.2008.03.010 · Cited by 1,457
The soil production function and landscape equilibrium
Heimsath, A. M., Dietrich, W. E., Nishiizumi, K., & Finkel, R. C. (1997) · Nature · doi:10.1038/41056 · Cited by 897
Self-citationRoering, J. J., Kirchner, J. W., & Dietrich, W. E. (1999) · Water Resources Research · doi:10.1029/1998wr900090 · Cited by 705
Self-citationThe case for rainfall on a warm, wet early Mars
Craddock, R. A., & Howard, A. D. (2002) · Journal of Geophysical Research: Planets · doi:10.1029/2001je001505 · Cited by 601
Unsaturated zone processes and the hydrologic response of a steep, unchanneled catchment
Torres, R., Dietrich, W. E., Montgomery, D. R., Anderson, S. P., & Loague, K. (1998) · Water Resources Research · doi:10.1029/98wr01140 · Cited by 287
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Metadata
- Authors
- Dietrich, W. E., Reiss, R., Hsu, M., & Montgomery, D. R.
- Venue
- Hydrological Processes
- Publisher
- Wiley
- Published
- 1995-04
- Volume
- 9
- Issue
- 3-4
- Pages
- 383-400
- ISSN
- 0885-6087 (ISSN-L)
- 1099-1085
- OpenAlex
- W2064762548
- Cited by
- 667
- References
- 1
- FWCI
- 34.12
- Type
- journal article
- Language
- en
- Open access
- closed
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- Dietrich, W. E., Reiss, R., Hsu, M., & Montgomery, D. R. (1995). A process‐based model for colluvial soil depth and shallow landsliding using digital elevation data. Hydrological Processes. https://doi.org/10.1002/hyp.3360090311
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Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).
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