Numerical modeling of rainfall thresholds for shallow landsliding in the Seattle, Washington, area

GSA Reviews in Engineering Geology

Volumn 20, Issue , 2008, Pages 121-135

  Godt, Jonathan W ^a   McKenna, Jonathan P ^a  

^a DENVER FEDERAL CENTER   (United States)

Author keywords

Infiltration; Landslide; Numerical model; Rainfall; Seattle; Slope stability; Washington

Indexed keywords

INFILTRATION; INVERSE PROBLEMS; LANDSLIDES; PARTICLE SIZE; PARTICLE SIZE ANALYSIS; RAIN; SLOPE PROTECTION; SLOPE STABILITY; SOFTWARE TESTING; SOIL TESTING;

DETERMINISTIC APPROACH; INFINITE SLOPE STABILITIES; NEAR-SURFACE HYDROLOGY; RAINFALL CHARACTERISTICS; SEATTLE; UNSATURATED HYDRAULIC PROPERTIES; VARIABLY SATURATED FLOW; WASHINGTON;

NUMERICAL MODELS;

EID: 85018112000     PISSN: 00802018     EISSN: None     Source Type: Book Series    
DOI: 10.1130/2008.4020(07)     Document Type: Article

References (63)

1. Abbasi, F., Šimůnek, J., Feyen, J., van Genuchten, M.Th., and Shouse, P.J., 2003, Simultaneous inverse estimation of soil hydraulic and solute transport parameters from transient field experiments: Homogeneous soil: Transactions of the American Society of Agricultural Engineers, v. 46, no. 4, p. 1085-1095. (Pubitemid 37358467)
2. Aleotti, P., 2004, A warning system for rainfall-induced shallow failures: Engineering Geology, v. 73, p. 247-265, doi: 10.1016/j.enggeo. 2004.01.007. (Pubitemid 38549709)
3. Baum, R.L., Harp, E.L., and Hultman, W.A., 2000, Map Showing Recent and Historic Landslide Activity on Coastal Bluffs of Puget Sound between Shilshole Bay and Everett, Washington: U.S. Geological Survey Miscellaneous Field Studies Map MF-2346, scale 1:24,000.
4. Baum, R.L., Savage, W.Z., and Godt, J.W., 2002, TRIGRS - A Fortran Program for Transient Rainfall Infiltration and Grid-Based Regional Slope-Stability Analysis: U.S. Geological Survey Open-File Report 02-0424, 61 p.
5. Baum, R.L., McKenna, J.P., Godt, J.W., Harp, E.L., and McMullen, S.R., 2005, Hydrologic Monitoring of Landslide-Prone Coastal Bluffs near Edmonds and Everett, Washington, 2001-2004: U.S. Geological Survey Open-File Report 2005-1063, 42 p.
6. Biavati, G., Godt, J.W., and McKenna, J.P., 2006, Drainage effects on the transient, near-surface hydrologic response of a steep hillslope to rainfall: Implications for slope stability, Edmonds, Washington, USA: Natural Hazards and Earth System Sciences, v. 6, p. 343-355. (Pubitemid 44222014)
7. Bouwer, H., 1966, Rapid field measurement of air entry value and hydraulic conductivity of soil as significant parameters in flow system analysis: Water Resources Research, v. 2, no. 4, p. 729-738, doi: 10.1029/WR002i004p00729.
8. Brooks, R.H., and Corey, A.T., 1964, Hydraulic Properties of Porous Media: Hydrology Papers (Colorado State University), no. 3, 27 p.
9. Brooks, S.M., and Richards, K.S., 1994, The significance of rainstorm variations to shallow translational hillslope failure: Earth Surface Processes and Landforms, v. 19, no. 1, p. 85-94, doi: 10.1002/esp.3290190107. (Pubitemid 24400647)
10. Brooks, S.M., Anderson, M.G., and Collison, A.J.C., 1995, Modeling the role of climate, vegetation and pedogenesis in shallow translational hillslope failure: Earth Surface Processes and Landforms, v. 20, p. 231-242, doi: 10.1002/esp.3290200305.
11. Cai, F., Ugai, K., Wakai, A., and Li, Q., 1998, Effects of horizontal drains on slope stability under rainfall by three-dimensional finite element analysis: Computers and Geotechnics, v. 23, p. 255-275, doi: 10.1016/S0266-352X(98)00021-4. (Pubitemid 29176327)
12. Caine, N., 1980, The rainfall intensity-duration control of shallow landslides and debris flows: Geografiska Annaler, v. 62, p. 23-27, doi: 10.2307/520449.
13. Cassel, D.K., and Klute, A., 1986, Water potential: Tensiometry, in Klute, A., ed., Methods of Soil Analysis: Part 1. Physical and Mineralogical Methods: Madison, Wisconsin, American Society of Agronomy, Soil Science Society of America, p. 563-633.
14. Celia, M.A., Bououtas, E.T., and Zarba, R.L., 1990, A general mass-conservative numerical solution for the unsaturated flow equation: Water Resources Research, v. 26, p. 1483-1496.
15. Chleborad, A.F., 2000, PreliminaryMethod for Anticipating the Occurrence of Precipitation-Induced Landslides in Seattle, Washington: U.S. Geological Survey Open-File Report 00-0469, 29 p.
16. Chleborad, A.F., Baum, R.L., Godt, J.W., and Powers, P.S., 2008, this volume, A prototype system for forecasting landslides in the Seattle, Washington, area, in Baum, R.L., Godt, J.W., and Highland, L.M., eds., Landslides and Engineering Geology of the Seattle, Washington, Area: Geological Society of America Reviews in Engineering Geology, v. XX, doi: 10.1130/2008.4020(06).
17. Collins, B.D., and Znidarcic, D., 2004, Stability analyses of rainfall induced landslides: Journal of Geotechnical and Geoenvironmental Engineering, v. 130, p. 362-372, doi: 10.1061/(ASCE)1090-0241 (2004)130:4(362). (Pubitemid 38462927)
18. Collison, A.J.C., Anderson, M.G., and Lloyd, D.M., 1995, Impact of vegetation on slope stability in a humid tropical environment: A modeling approach: Proceedings of the Institute of Civil Engineers: Water and Maritime Engineering, v. 112, p. 168-175.
19. Elrick, D.E., and Reynolds, W.D., 1992, Infiltration from constant-head well permeameters and infiltrometers, in Topp, G.C., Reynolds,W.D., and Green, R.E., eds., Advances in Measurement of Soil Physical Properties: Bringing Theory into Practice: Madison, Wisconsin, Soil Science Society of America, p. 1-24.
20. Fredlund, D.G., and Rahardjo, H., 1993, Soil Mechanics for Unsaturated Soils: New York, John Wiley and Sons Inc., 517 p.
21. Freeze, R.A., 1969, The mechanism of natural ground-water recharge and discharge: 1. One-dimensional, vertical, unsteady, unsaturated flow above a recharging or discharging ground-water flow system: Water Resources Research, v. 5, p. 153-171, doi: 10.1029/WR005i001p00153.
22. Freeze, R.A., and Cherry, J.A., 1979, Groundwater: Englewood Cliffs, New Jersey, Prentice-Hall Inc., 604 p.
23. Friedel, M.J., 2005, Coupled inverse modeling of vadose zone water, heat, and solute transport: Calibration constraints, parameter nonuniqueness, and predictive uncertainty: Journal of Hydrology, v. 312, p. 148-175, doi: 10.1016/j.jhydrol.2005.02.013. (Pubitemid 41392957)
24. Galster, R.W., and Laprade, W.T., 1991, Geology of Seattle, Washington, United States of America: Bulletin of the Association of Engineering Geologists, v. 18, no. 3, p. 235-302.
25. Gillham, R.W., 1984, The capillary fringe and its effects on water-table response: Journal of Hydrology, v. 67, p. 307-324, doi: 10.1016/0022-1694(84) 90248-8. (Pubitemid 16262255)
26. Godt, J.W., 2004, Observed and Modeled Rainfall Conditions for Shallow Landsliding in the Seattle, Washington, Area [Ph.D. thesis]: Boulder, University of Colorado, 1 plate, 151 p.
27. Godt, J.W., Baum, R.L., and Chleborad, A.F., 2006, Rainfall characteristics for shallow landsliding in Seattle, Washington, USA: Earth Surface Processes and Landforms, v. 31, no. 1, p. 97-110, doi: 10.1002/esp.1237. (Pubitemid 43224505)
28. Godt, J.W., Schulz, W.H., Baum, R.L., and Savage, W.Z., 2008, this volume, Modeling rainfall conditions for shallow landsliding in Seattle, Washington, in Baum, R.L., Godt, J.W., and Highland, L.M., eds., Landslides and Engineering Geology of the Seattle, Washington, Area: Geological Society of America Reviews in Engineering Geology, v. XX, doi: 10.1130/2008.4020(08).
29. Griffiths, D.V., and Lu, N., 2005, Unsaturated slope stability analysis with infiltration using elasto-plastic finite elements: International Journal for Analytical and Numerical Methods in Geomechanics, v. 29, p. 249-267, doi: 10.1002/nag.413. (Pubitemid 40355781)
30. Hillel, D., 1982, Introduction to Soil Physics: New York, Academic Press, 364 p.
31. Hopmans, J.W., Šimůnek, J., Romano, N., and Durner, W., 2002, Inverse methods, in Dane, J.H., and Topp, G.C., eds., Methods of Soil Analysis: Part 4. Physical Methods: Madison, Wisconsin, Soil Science Society of America, p. 963-1008.
32. Iverson, R.M., 2000, Landslide triggering by rain infiltration: Water Resources Research, v. 36, no. 7, p. 1897-1910, doi: 10.1029/2000WR900090. (Pubitemid 30651203)
33. Iverson, R.M., Reid, M.E., and LaHusen, R.G., 1997, Debris-flow mobilization from landslides: Annual Review of Earth and Planetary Sciences, v. 25, p. 85-138, doi: 10.1146/annurev.earth.25.1.85.
34. Keefer, D.K., Wilson, R.C., Mark, R.K., Brabb, E.E., Brown W.M., III, Ellen, S.D., Harp, E.L., Wieczorek, G.F., Alger, C.S., and Zatkin, R.S., 1987, Real-time landslide warning during heavy rainfall: Science, v. 238, no. 13 (November), p. 921-925.
35. Kool, J.B., Parker, J.C., and van Genuchten, M.Th., 1985, Determining soil hydraulic properties for one-step outflow experiments by parameter estimation. I. Theory and numerical studies: Soil Science Society of America Journal, v. 49, p. 1348-1354.
36. Lane, K.S., and Washburn, S.E., 1947, Capillary tests by capillarimeter and by soil filled tubes: Highway Research Board Proceedings, v. 26, p. 460-473.
37. Lu, N., and Likos, W.J., 2004a, Unsaturated Soil Mechanics: Chichester, UK, John Wiley and Sons, 556 p.
38. Lu, N., and Likos, W.J., 2004b, Rate of capillary rise in soils: Journal of Geotechnical and Geoenvironmental Engineering, v. 130, no. 6, p. 646-655, doi: 10.1061/(ASCE)1090-0241(2004)130:6(646).
39. Marquardt, D.W., 1963, An algorithm for least-squares estimation of nonlinear parameters: Journal of the Society for Industrial and Applied Mathematics, v. 11, p. 431-441, doi: 10.1137/0111030.
40. Mass, C.F., Albright, M., Ovens, D., Steed, R., Maciver, M., Grimmit, E., Eckel, T., Lamb, B., Vaughan, J., Westrick, K., Storck, P., Colman, B., Hill, C., Maykut, N., Gilroy, M., Ferguson, S.A., Yetter, J., Sierchio, J.M., Bowman, C., Stender, R., Wilson, R., and Brown, W., 2003, Regional environmental prediction over the Pacific Northwest: Bulletin of the American Meteorological Society, v. 84, p. 1353-1366, doi: 10.1175/BAMS-84-10-1353.
41. Miller, D.J., 1991, Damage in King County from the storm of January 9, 1990: Washington Geology, v. 19, no. 1, p. 28-37.
42. Milly, P.C.D., 1985, A mass-conservative procedure for time-stepping in model of unsaturated flow: Advances in Water Resources, v. 8, no. 1, p. 32-36, doi: 10.1016/0309-1708(85)90078-8.
43. Minard, J.P., 1983, Geologic Map of the Edmonds East and Part of the Edmonds West Quadrangles, Washington: U.S. Geological Survey Miscellaneous Field Studies Map MF-1541, scale 1:24,000.
44. Mualem, Y., 1976, A new model for predicting the hydraulic conductivity of unsaturated porous media: Water Resources Research, v. 12, p. 513-522, doi: 10.1029/WR012i003p00513.
45. Ogden, F.L., and Watts, B.A., 2000, Saturated area formation on nonconvergent hillslope topography with shallow soils: A numerical investigation: Water Resources Research, v. 36, p. 1795-1804, doi: 10.1029/2000WR900091. (Pubitemid 30651195)
46. Rahardjo, H., Li, X.W., Toll, D.G., and Leong, E.C., 2001, The effect of antecedent rainfall on slope stability: Geotechnical and Geological Engineering, v. 19, p. 371-399, doi: 10.1023/A:1013129725263. (Pubitemid 34068263)
47. Reid, M.E., 1994, A pore-pressure diffusion model for estimating landslide- inducing rainfall: The Journal of Geology, v. 102, p. 709-717. (Pubitemid 291028)
48. Reid, M.E., Nielsen, H.P., and Dreiss, S.J., 1988, Hydrologic factors triggering a shallow hillslope failure: Bulletin of the Association of Engineering Geologists, v. 25, no. 3, p. 349-361.
49. Rubin, J., and Steinhardt, R., 1963, Soil water relations during rain infiltration: 1. Theory: Soil Science Society Proceedings, v. 27, p. 246- 251.
50. Savage, W.Z., Morrissey, M.M., and Baum, R.L., 2000, Geotechnical Properties for Landslide-Prone Seattle-Area Glacial Deposits: U.S. Geological Survey Open-File Report 00-228, 5 p.
51. Savage, W.Z., Godt, J.W., and Baum, R.L., 2003, A model for spatially and temporally distributed shallow landslide initiation by rainfall infiltration, in Rickenmann, D., and Chen, C.L., eds., Proceedings of the Third International Conference on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment: Rotterdam, Millpress, p. 179-187.
52. Schulz, W.H., Lidke, D.J., and Godt, J.W., 2008, Modeling the spatial distribution of landslide-prone colluvium and shallow groundwater on hillslopes of Seattle, WA: Earth Surface Processes and Landforms, v. 33, p. 123-141, doi: 10.1002/esp.1535. (Pubitemid 351176234)
53. Š imůnek, J., van Genutchen, M.Th., and Šejna, M., 2005, The HYDRUS 1-D software package for simulating the one-dimensional movement of water, heat, and multiple solutes in variably-saturated media: Version 3.0: Riverside, California, Department of Environmental Sciences University of California Riverside, 270 p.: http://www.hydrus2d.com (accessed 1 June 2006).
54. Troost, K.G., and Booth, D.B., 2008, this volume, Geology of Seattle and the Seattle area, Washington, in Baum, R.L., Godt, J.W., and Highland, L.M., eds., Landslides and Engineering Geology of the Seattle, Washington, Area: Geological Society of America Reviews in Engineering Geology, v. XX, doi: 10.1130/2008.4020(01).
55. Tubbs, D.W., 1974, Landslides in Seattle: Washington Division of Geology and Earth Resources Information Circular 52, 15 p.
56. van Genuchten, M.Th., 1980, A closed-form equation for predicting the hydraulic conductivity of unsaturated soils: Soil Science Society of America Journal, v. 44, p. 892-898.
57. van Genuchten, M.Th., Leij, F.J., and Yates, S.R., 1991, The RETC Code for Quantifying the Hydraulic Functions of Unsaturated Soils: Ada, Okla, Robert S. Kerr Environmental Research Laboratory, Office of Research and Development, U.S. E.P.A. Report 600/2/-91/065, p. 117.
58. Vogel, T., and Cislerova, M., 1988, On the reliability of unsaturated hydraulic conductivity calculated from the moisture retention curve: Transport in Porous Media, v. 3, p. 1-15, doi: 10.1007/BF00222683. (Pubitemid 18593411)
59. Vogel, T., van Genutchen, M.Th., and Cislerova, M., 2000, Effect of the shape of the soil hydraulic functions near saturation on variablysaturated flow predictions: Advances in Water Resources, v. 24, p. 133-144, doi: 10.1016/S0309-1708(00)00037-3. (Pubitemid 32145495)
60. Wieczorek, G.F., and Snyder, J.B., 2004, Historical Rock Falls in Yosemite National Park: U.S. Geological Survey Open-File Report 03-491, p. 11.
61. Wilson, R.C., 1997, Operation of a landslide warning system during the California storm sequence of January and February 1993, in Larson, R.A., and Slosson, J.E., eds., Storm-Induced Geologic Hazards: Reviews in Engineering Geology, v. XI, p. 61-70.
62. Wilson, R.C., 2005, The rise and fall of a debris-flow warning system for the San Francisco Bay region, in Glade, T., Anderson, M., and Crozier, M.J., eds., Landslide Hazard and Risk: Chichester, UK, John Wiley and Sons, p. 493-516.
63. Wilson, R.C., and Wieczorek, G.F., 1995, Rainfall thresholds for the initiation of debris flows at La Honda, California: Environmental & Engineering Geoscience, v. 1, p. 11-27. (Pubitemid 26465000)