Chapter 19
Sedimentation Hazards
Publication: Sedimentation Engineering: Processes, Measurements, Modeling, and Practice
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REFERENCES
Aguirre-Pe, J., Quisca, S. and Plachco, F. P. (1995) “Tests and Numerical One-dimensional Modelling of a High-viscosity Fluid Dam-break Wave.” Journal of Hydraulic Research, IAHR, 33 (1), 17–26.
Anstey, R. L., (1965). “Physical characteristics of alluvial fans.” Technical Rep. ES-20. U.S. Army Natick Laboratories, Natick, Mass.
Arattano, M., and Savage, W., (1992). “Kinematic wave theory for debris flow microform.” Open file Rep. 92–290, U.S. Geological Survey, Denver, CO.
Askew, Arthur J. (1997). “Water in the International Decade for Natural Disaster Reduction. Proc., Conference on Destructive Water: Water-Caused Natural Disasters, Their Abatement and Control, IAHS Publication No. 239, International Association of Hydrological Sciences, Wallingford, U.K.
Bagnold, R. A. (1954) “Experiments on a gravity-free dispersion of a large solid sphere in a Newtonian fluid under shear.” Proceedings of the Royal Society Of London, Series A 225, 49–63.
Bagnold, R. A. (1956). “Flow of cohesionless grains in fluids.” Phil. Trans. Roy. Soc. Lond. 249(964), 235–297.
Bello, M. E., Lopez, J. L., Garcia-Martinez, R., and O’Brien, J. S. (2003). “Simulation of flooding and debris flows in the Cerro Grande River,” Acta Cientifica Venezolana, Vol. 54, Suplemento No 1, 22–32.
Beverage, J. P., and Culbertson, J. K. (1964) “Hyperconcentrations of suspended sediment.”Journal of the Hydraulics Division, ASCE, 90 (HY6), 117–126.
Bin, Y. & Huilin, Z. (2000) Direct determination of rheological characteristics of debris-flow, J. Hydraulic Engineering, 126, pp. 158–159.
Bigio, E. R. and Cannon, S. H. (2001). “Compilation of post-wildfire runoff-event data from the wesern United States.” Open File Rep. 01–0474, U.S. Geological Survey, Denver, CO.
Bradley, J. B., and McCutcheon, S. C. (1987). “Influence of large suspended-sediment concentrations in rivers.” In Sediment Transport in Gravel-bed Rivers, Thorne, C. R., Bathurst, J. C., and Hey, R. D., eds., Wiley, New York.
Brufau, P., Garcia-Navarro, P., Ghilardi, P., Natale, L., and Savi, F. (2000). “1-D mathematical Modeling of Debris-Flow,” Journal of Hydraulic Research 38(6), 435–446.
Campbell, R. H. (1975). “Soil slips, debris-flows, and rainstorms in Santa Monica Mountains and vicinity, southern California.” Professional Paper 851, U.S. Geological Survey U.S. Govt. Printing Office, Washington, D.C.
Cannon, S. H., and Ellen, S. (1985). “Rainfall conditions for abundant debris-flow avalanches: San Francisco Bay region, California.” California Geology (December), 38(12), 267–272.
Cazanacli, D., Paola, C. and Parker, G. (2002). “Experimental steep, braided flow: application to flooding risk on fans.” Journal of Hydraulic Engineering, ASCE, 128(3), 322–330.
Chassie, R. G., and Goughnour, R. D. (1976). “National highway landslide experience.” Highway Focus, 8(1), 1–9.
Chen, C. L. (1988). Generalized viscoplastic modeling of debris-flow.” Journal of Hydraulic Engineering, ASCE, 114 (3), 237–258.
Chen, C. L., ed. (1997). Proceedings of the First International Conference on Debris-flow Hazards Mitigation: mechanics, prediction, and assessment, ASCE, New York.
Chen, C. L. and Ling, C. H. (1997). “Resistance formulas in hydraulics-based models for routing debris flows,” Proceedings of the First International Conference on Debris-Flows Hazards Mitigation: Mechanics, Prediction and Assessment. San Francisco, CA, August 7–9, 1997: 360–372. New York: ASCE.
Choi, S. U., and Garcia, M. H. (1993). “Kinematic wave approximation for debris-flow routing.” Proc., XXV IAHR Congress, Vol. B-3–4, 94–101, Japan Society of Civil Engineers, Tokyo, Japan.
Chow, V. T., (1959). “Open-Channel Hydraulics.” McGraw-Hill, New York, 680p.
Contreras, S. M., and Davies, T.R.H. (2000). “Coarse-grained debris-flows: Hysteresis and time-dependent rheology.” Journal of Hydraulic Engineering 126 (12), 938–941.
Costa, J. E. (1984). “Chapter 9: Physical geomorphology of debris-flow.” Development and applications of geomorphology, Costa J. E. and Fleisher P. J., eds., Springer, New York.
Coussot, P. (1992), “Rheologie des Laves Torrentielles.” Collection Etude, serie Montagne, n 5, INPG, Grenoble, France.
Coussot, P. (1994). “Steady, laminar, flow of concentrated mud suspensions in open channel.” Journal of Hydraulic Research 32, 535–539.
Coussot, P. (1997). Mudflow rheology and dynamics, IAHR Monograph Series, Balkema, The Netherlands.
Coussot, P., Laigle, D., Arattano, M., Deganutti, A. and Marchi, L. (1998). “Direct determination of rheological characteristics of debris-flow.” Journal of Hydraulic Engineering, ASCE 124(8), 865–868.
Davies, T. R. (1997). “Using hydro science and hydro technical engineering to reduce debris-flow hazards.” Proc., First fInternational Conference Debris-flow Hazards Mitigation: Mechanics, Prediction and Assessment, ASCE, New York, 787–809.
Davies, T.R.H. (1986). “Large debris-flows: A macroviscous phenomenon.” Acta Mechanica 63: 161–178.
Davies, T.R.H. (1988). “Debris-flow surges—A laboratory investigation.” Mitt. 96, Versuchsanstalt fur Wasserbau, Hydrologie und Glaziologie, ETH, Zurich, Switzerland.
Dawdy, D. R. (1979). “Flood frequency estimates on alluvial fans.” Journal of the Hydraulics Division, ASCE, Proceedings 105 (HYII), 1407–1413.
Denlinger, R. P., and Iverson, R. M. (2001). “Flow of variably fluidized granular masses across three-dimensional terrain. 3: Numerical predictions and experimental tests.” Journal of Geophysical Research 106(B1), 553–566.
Dent, J. D. and Lang, T. E. (1983). “A biviscous modified bingham model of snow avalanche motion.” Annals Glaciology, 4, 42–46.
Doehring, D. O. (1970). “Discrimination of pediments and alluvial fans from topographic maps.” Bulletin of the Geological Society of America, 81: 3109–3115.
Dominique, L., and Coussot, P. (1997). “Numerical modeling of mudflow.” Journal of Hydraulic Engineering, ASCE 123(11), 617–623.
Edwards, K. L., and Thielman, J. (1984). “Alluvial fans: Novel flood challenge.” Civil Engineering, ASCE 54(11), 66–68.
Egashira, S., Miyamoto, K., and Itoh T., (1997). “Constitutive equations of debris-flows and their applicability.” Proc., First International Conference on Debris-Flow Hazard Mitigation: Mechanic, Prediction, and Assessment, Chen C. L., ed., ACSE, New York, 340–349.
Engelund, F., and Wan, Z. (1984). “Instability of hyperconcentrated flow.” Journal of Hydraulic Engineering, ASCE 110(3), 219–223.
Fan, J. and Dou, G. (1980). “Sediment transport mechanics.” Proceedings of International Symposium on River Sedimentation, Guanghua Press, Beijing, China, pp. 1167–1177.
Federal Emergency Management Agency (FEMA). (1985). “Flood insurance study: Guidelines and specifications for study contractors.” FEMA 37, Federal Emergency Management Agency, Washington, D.C.
Federal Emergency Management Agency (FEMA). (1990). FAN: An alluvial fan flooding computer program user’s manual and program disk, FEMA, Washington D.C.
Federal Emergency Management Agency (FEMA). (1991). Flood Insurance Study: Guidelines and Specifications for Study Contractors. (FEMA 37) Washington, D.C. 100 pp.
Federal Emergency Management Agency (1994). “Engineering principles and practices for retrofitting flood prone residential buildings,” chapter 4 (draft), Washington, D.C.
Federal Emergency Management Agency (FEMA). (1995). “Flood insurance study guidelines and specification for study contractors.” FEMA 37, FEMA, Washington, D.C.
Federal Emergency Management Agency (FEMA). (2000). Guidelines for Determining Flood Hazards on Alluvial Fans. Federal Emergency Management Agency, Washington, D.C.
Federal Highway Administration. (2001). Bridge scour and stream instability countermeasures experience, selection, and design guidance. Hydraulic Engineering Circular No. 23, NHI-01–0003.
Federal Register. (1989). 44 CFR Parts 59, 60 and 65, Rules and Regulations, Vol. 54, No. 156, August, 1989, Washington, D.C.
Flood Control District of Maricopa County (FCDMC). (1992). “Alluvial fan data collection and monitoring study.” Prepared for Flood Control District of Maricopa County, Phoenix, AZ, CH2M-Hill, Tempe, AZ. and R. H. French, Las Vegas, NV.
French, R. H. (1989). “Effect of the length of record on estimates of annual precipitation in Nevada.” Journal of Hydraulic Engineering, ASCE 115(4), 493–506.
French, R. H. (1987). Hydraulic processes on alluvial fans, Elsevier Science, Amsterdam.
French, R. H., Fuller, J. E., and Waters, S. (1993). “Alluvial fan: Proposed new process-oriented definitions for arid Southwest.” Journal of Water Resources Planning and Management, ASCE, 119 (5), 588–598.
French, R. H. and Keaton, J. R. (1992). “Successful interactions between hydraulic engineering and geomorphology in identifying flood hazard areas in the southwestern United States.” Proc., 1992 Hydraulic Engineering Sessions at Water Forum ’92, ASCE, New York, 581–586.
French, R., and Miller, J. (2003). Discussion on “Experimental steep, braided flow: application to flooding risk on fans.” By Cazanacli et al, Journal of Hydraulic Engineering, ASCE, 129(11), 920–922.
Fuller, J. E. (1990). “Misapplication of the FEMA alluvial fan model: A case history.” Proc., 1990 International Symposium Hydraulics/Hydrology of Arid Lands, French R. H., ed., ASCE, New York, 367–372.
García, R., et al. (2003). “Hazard mapping for debris-flow events in the alluvial fans of northern Venezuela.” Proc., Third International Conference on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment, Rickenmann, D. and Chen, C. L. eds., 589–599.
García, M. H., and Zech, Y., eds. (2007). “Dan-break flow experiments and real-case data: A database from the European IMPACT Research Program.” Journal of Hydraulic Research 45, Special issue.
Glancy, P. A. and Bell, J. W. (2000). Landslide-induced flooding at Ophir Creek, Washoe County, Western Nevada, May 30, 1983. Professional Paper 1617, U.S. Geological Survey, Carson City, Nev.
Govier, G. W., Shook, C. A., and Lilge, E. O. (1957) “The properties of water suspension of finely subdivided magnetite, galena, and ferrosilicon.” Transactions of the Canadian Institute of Mining Metallurgy 60, 147–54.
Haldenwang, R. and Slatter, P. (2006). “Experimental procedure and database for non-Newtonian open-channel flow.” Journal of Hydraulic Research, IAHR, 44(2), 283–287.
Hanes, D., and Bowen, A. (1985). “A granular-fluid model for steady intense bedload transport.” Journal of Geophysical Research 90 (C5), 9149–9158.
Han, G. and Wang, D. (1996). “Numerical modeling of Anhui debris flow.” J. Hydr. Engrg., ASCE, 122(5), 262–265.
Huang, X., and García, M. H. (1997a). “Asymptotic solution for Bingham debris-flows.” Proc., First International Conference on Debris-Flow Hazard Mitigation: Mechanics, Prediction, and Assessment, Chen C. L., ed., ASCE, New York, 561–575.
Huang, X., and García, M. H. (1997b). “A perturbation solution for Bingham plastic mud flows.” Journal of Hydraulic Engineering, ASCE 123(11), 984–996.
Huang, X., and Garcia, M. H. (1998). “A Herschel-Bulkley model for mud flows down a slope”, Journal of Fluid Mechanics 374, 305–333.
Hungr, O. (1995). “A model for the runout analysis of rapid flow slides, debris-flows, and avalanches.” Canadian Geotechnical Journal 32(4), 610–623.
Hunt, B. (1994). “Newtonian fluid mechanics of debris-flows and avalanches.” Journal of Hydraulic Engineering, ASCE 120, 1350–1363.
Hutter, K., Svendsen, B., and Rickenmann, D. (1996). “Debris-flow modeling: A review.” Continuum Mechanics and Thermodynamics 8, 1–35.
Hutchinson, J. N. (1988). “Morphological and geothechnical parameters of landslides in relation to geology and hydrogeology,” in Landslides, Proceedings of the Fifth International Symposium on Landslides, Bonnard, C. (Editor), Lausanne, Switzerland, Balkema Publishers, The Netherlands, pp. 3–35.
Hydrologic Engineering Center (HEC). (1985). “Toutle River Mudflow Investigation.” Special Projects Rep. No. 85–3, prepared for the Portland District Corps of Engineers by MacArthur, Hamilton, and Schamber, Hydrologic Engineering Center, Davis, Calif.
Hydrologic Engineering Center (HEC). (1993). “Assessment of structural flood-control measures on alluvial fans.” Prepared for FEMA, Hydrologic Engineering Center, Davis, Calif.
Imran, J., Parker, G., Locat, J., and Lee, H. (2001). “A 1D numerical model of muddy subaqueous and subaerial debris-flows.” Journal of Hydraulic Engineering, ASCE 127(11), 959–968.
International Federation of Red Cross and Red Crescent Societies (IFRCRCS). (2001). World disasters report 2001, Kluwer Academic, Boston.
Iverson, R. M. (1985). “A constitutive equation for mass-movement behavior.” Journal of Geology 93, 143–160.
Iverson, R. M. (1997). “The physics of debris-flows.” Reviews of Geophysics, American Geophysical Union, Washington D.C., 35(3), 245–296.
Iverson, R. M. (2003). “The debris-flow rheology myth.” Proc., Third International Conference on Debris-flow Hazards Mitigation: Mechanics, Prediction, and Assessment, Ricknmann, D. and Chen, C. L. eds., 303–314.
Iverson, R. M., Costa, J. E., and LaHusen, R. G. (1992). “Debris-flow flume at H. J. Andrews Experimental Forest, Oregon.” Open-File Rep. 92–483, U.S. Geological Survey, Reston, VA.
Iverson, R. M., and Denlinger, R. P. (2001). “Mechanics of debris-flows and debris-laden flash floods.” Proc, Seventh Federal Interagency Sedimentation Conference, Subcommittee on Sedimentation, Reno, Nevada, IV:1–8.
Jeyapalan, J. K., Duncan, J. M., and Seed, H. B. (1983). “Analysis of flow failures of mine tailings.” Journal of Geotechnical Engineering, ASCE, 109(2), 150–171.
Johnson, A. M. (1970). Physical processes in geology. Freeman, Cooper & Company, San Francisco, CA, 577p.
Julien, P. Y. (1995). Erosion and sedimentation, Cambridge University Press, New York.
Julien, P. Y., and Lan, Y. Q. (1991). “Rheology of hyperconcentrations.” Journal of Hydraulic Engineering, ASCE 115,(3), 346–53.
Julien, P. Y. and O’Brien, J. S. (1997). “On the importance of mud-flow and debris-flow: Rheology in structural design.” Proc., First International Conference on Debris-Flow Hazards Mititgation: Mechanics, Prediction and Assessment, Chen, C. L. ed., ASCE, New York 350–359.
Julien, P. Y. and Leon, C. A. (2000). “Mud floods, mudflows and debris flows: classification, rheology and structural design.” International Seminar on the Debris-flow Disaster of December 1999, Institute of Fluid Mechanics, University of Central Venezuela, Caracas, Venezuela (CD ROM).
Keaton, J. R., Shlemon, R. J., French, R. H., and Dawdy, D. R. (1990). “Piedmont-fan flood hazard analysis from geomorphology and surface water hydrology, Hudspeth County, Texas.” Proc.,1990 International Symposium Hydraulics/Hydrology of Arid Lands, French R. H., ed., ASCE, New York, 356–360.
Krohn, J. P. and Slosson J. S. (1976). “Landslide potential in the United States.” California Geology 29 (10), 224–231.
Krone, R. B. (1963). “A study of rheologic properties of estuarial sediments.” Ser. Rep. 63–8, Hydraulic Engineering Laboratory. and Sanitary Research Laboratory, University of California, Berkeley, CA.
Krone, R., and Wright, V. (1987). “Laboratory and numerical study of mud and debris-flows.” Vol. 1 and 2, Report of Department of Civil Engineering, University of California, Davis.
Laigle, D. and Coussot, P. (1997). “Numerical modeling of mud-flow.” J. Hydr. Engrg., ASCE, 123(7), 617–623.
Lanzoni, S. and Seminara G., (1993). “Debris waves.” Proc., XXV IAHR Congress, Vol. B-3–4, 79–85, Japan Society of Civil Engineers, Tokyo, Japan.
Larsen, M. C., Wieczorek, G. F., Eaton, L. S., Morgan, B. A., and Torres-Sierra H. (2001). “Natural hazards on alluvial fans: The Venezuela debris-flow and flash flood disaster.” Fact Sheet FS103–0, U.S. Geological Survey.
Lecce,S. A. (1990), “The alluvial fan problem.” Alluvial Fans: A Field Approach, Rachoki A. H. and Church M., eds., Wiley, New York.
Lenzi, M. A., Comiti, F., and Marion, A. (2004). “Local Scouring at Bed Sills in a Mountain River: Plima River, Italian Alps.” J. Hydr. Engrg., ASCE, 130(3), 267–269.
Li, R. M., Simons, D. B., and Stevens, M. A. (1975), “Nonlinear kinematic wave approximation for water routing.” Water Resources Research 11 (2), 245–252.
Liu, K. F., and Mei, C. C. (1989). “Slow spreading of a sheet of Bingham fluid on an inclined plane.” Journal of Fluid Mechanics 207, 505–529.
Locat, J. (1997). “Normalized rheological behavior of fine muds and their flow properties in a pseudo plastic regime.” Proc., First International Conference on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment, Chen C. L., ed., ASCE, New York, 260–269.
López J. L., and García, R. (2000). “Los Aludes Torrenciales de Diciembre de 1999 en Venezuela”, Proceedings of Internacional Seminar, Instituto de Mecanica de Fluidos, Universidad Central de Venezuela, Caracas, Venezuela (CD ROM).
López, J. L., Perez, D., and García, R. (2003). “Hydrologic and geomorphologic evaluation of the 1999 debris-flow event in Venezuela.” Proc., Third International Conference on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment, Rickenmann, D. and Chen, C. L., eds., 989–1000.
Lorenzini, G., and Mazza, N. (2004). Debris-flows: Phenomenology and rheological modelling, WIT Press, Boston, MA.
Los Angeles County Flood Control District (LACFCD). (1959). Report on debris reduction studies for mountain watersheds of Los Angeles County, Los Angeles County Flood Control District, Los Angeles.
Los Angeles County Flood Control District (LACFCD). (1979). Design manual, debris dams and basins, Los Angeles County Flood Control District, Los Angeles.
MacArthur, R. C., and Hamilton D. L. (1988). “Review of the U.S. Army Corps of Engineers involvement with alluvial fan flooding problems.” Technical Paper No. 124, Hydrologic Engineering Center, Davis, Calif.
MacArthur, R. C., Hamilton, D. L., Harvey, M. D. and Kekaula, H. W. (1992). “Analysis of special hazards and flooding problems in tropical island environments.” Proc., Environmental Engineering Sessions Water Forum ‘92, ASCE, New York.
MacArthur, R. C., Hamilton, D. L., and Branch, W. E. (1993). “Assessment Procedures for Lahars, Mudflows, Debris-Flows, and Debris Torrents.” Proc., National Conference of Hydraulic Engineering, Hydraulic Division, ASCE, San Francisco, Calif.
MacArthur, R. C., and Schamber, D. R. (1986). “Numerical Methods for Simulating Mudflows.” Proceedings of Third International Symposium on River Sedimentation, Wang S. Y., Shen H. W. and Ding L.Z. (editors), School of Engineering, University of Mississippi, Mississippi.
MacTigue, D. F., (1982). “A nonlinear constitutive model for granular material.” Journal of Applied Mechanics Transations, ASME 49(6), 291–296.
Magura, L. M. and Wood, D. E. (1980). “Flood hazard identification and flood plain management on alluvial fans.” AWRA, Water Resources Bulletin 16(1), 55–62.
Mainali, A. and Rajaratnam, N. (1991). “Hydraulics of debris-flows: A review.” Tech. Rep. WRE 91–2, Department Civil Engineering, University. of Alberta, Edmonton, Al., Canada
Mainali, A. and Rajaratnam, N. (1994). “Experimental study of debris-flows.” Journal of Hydraulic Engineering, ASCE 120(1), 104–123.
Major, J. J., and Iverson, R. M. (1999). “Debris-flow deposition-effects of pore-fluid pressure and friction concentrated at flow margins.” Geological Society of America Bulletin 111, 1424–1434.
Major, J. J., and Pierson, T. C. (1992). “Debris-flow rheology: Experimental analysis of fine-grained slurries.” Water Resources Research 28, 841–857.
McPhee, J. (1989a). “Atchafalaya.” The control of nature, Farrar, Straus and Giroux, New York, 3–92.
McPhee, J. (1989b). “Los Angeles against the mountains.” The control of nature, Farrar, Straus and Giroux, New York, 183–272.
Migniot, P. C. (1968). “A study of the physical properties of various forms of very fine sediment and their behavior under hydrodynamic action.” La Houille Blanche 7, 591–620.
Mih, W. C. (1999). “High concentration granular shear flow.” Journal of Hydraulic Research 37(2), 229–248.
National Research Council (NRC). (1982). “Selecting a Methodology for Delineating Mudslides Hazard Areas for National Flood Insurance Program,” National Academy of Sciences Report by the Advisory Board on the Build Environment, Washington, D.C.
National Research Council (NRC). (1989). “Reducing disasters’ toll.” The United States decade for natural disaster reduction, National Academy Press, Washington, D.C.
National Research Council (NRC). (1996a). Alluvial fan flooding, National Academy Press, Washington, D.C.
National Research Council (NRC). (1996b). “Landslides: Investigation and mitigation.” Special Rep. 247, Transportation Research Board, National Research Council, Washington, D.C.
Neill, C. R. assoc. ed. (1989). “Hydrology of floods in Canada: A guide to planning and design”, National Research Council, Canada.
O’Brien, J. S. (1986). Physical processes, rheology and modeling of mud flows. (PhD Dissertation). Department of Civil Engineering, Colorado State University, 155 pp.
O’Brien, J. S., and Julien, P. Y. (1985) “Physical properties and mechanics of hyper-concentrated sediment flows.” in Proc., ASCE Specialty Conference on Delineation of Landslides, Flash Flood and Debris-Flow Hazards, Bowles, D. (Editor), Utah Water Research Laboratory, Utah State University, Logan, Utah, 260–279.
O’Brien, J. S., and Julien, P. Y. (1988). “Laboratory analysis of mudflow properties.” Journal of Hydraulic Engineering, ASCE 114, 877–887.
O’Brien, J. S., Julien, P. Y., and Fullerton, W. T. (1993). “Two dimensional water flood and mudflow simulation.” Journal of Hydraulic Engineering, ASCE 119(2), 244–261.
O’Brien, J. S. (1999). FLO-2D users manual, Tetra Tech ISG, Nutrioso, Ariz.
Parker, G. (1999). “Progress in the modeling of alluvial fans.” Journal of Hydraulic Research, IAHR, 37 (Special Issue), 805–825.
Parker, G., Paola, C., Whipple, K. X., and Mohrig, D. (1998a). “Alluvial fans formed by channelized fluvial and sheet flow. I: Theory.” Journal of Hydraulic Engineering, ASCE, 124(10), 985–995.
Parker, G., et al. (1998b). “Alluvial fans formed by channelized fluvial and sheet flow. II: Application.” Journal of Hydraulic Engineering, ASCE 124(10), 996–1004.
Parsons, J. D., Whipple, K. X., and Simioni, A. (2001). “Experimental study of the grain-flow, fluid-mud transition in debris-flows.” Journal of Geology 109, 427–447.
Pearthree, P. A. (1991). “Geologic insights into flood hazards in piedmont areas of Arizona.” Arizona Geology, 21(4), 1–5.
Pearthree, P. A., Demsey, K. A., Onken, J., Vincent, K. R. and House, P. K. (1991). “Geomorphic assessment of flood prone areas on the southern piedmont of the Tortolita Mountains, Pima County, Arizona.” Open-File Rep. 91–11, Arizona Geologic Survey, Tucson, Ariz.
Phillips, Ch. J., Davies, T.R.H. (1991). Determining rheological parameters of debris flow material. Geomorphology, 4, 101–110.
Pierson, T. C., and Costa, J. E. (1984). “A rheological classification of subaerial sediment-water flows.” 97 th Annual Meeting, Geological Society of America, Vol. 16, No. 6, p. 623.
Pierson, T. C., and Costa, J. E. (1987). “A rheological classification of subaerial sediment-water flows.” Reviews in Engineering Geology, 7, 1–12.
Qian, N., and Wan, Z. (1986). A critical review of the research on the hyperconcentrated flow in China, International Research and Training Centre on Erosion and Sedimentation, Beijing.
Rickenmann, D. (1991). “Hyperconcentrated flow and sediment transport at steep slopes.” Journal of Hydraulic Engineering, ASCE, Vol. 117, No. 11, 1419–1439.
Rickenmann, D. (1999). “Empirical Relationships for Debris Flows.” Natural Hazards, 19: 47–77.
Rickenmann, D., and Chen, C-L., eds. (2003). Proc., Third International Conference on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment (Vols. 1 and 2), Davos, Switzerland, Sept 2003, Millpress Science Publishers, Rotterdam, The Netherlands. 1335 p.
Rubin, C., Yezer, B.A.M., Hussain, Q., and Webb, A. (1986). “Summary of Major Natural Disaster Incidents in the United States: 1965 to 1985.” Washington, D.C. Federal Emergency Management Agency (FEMA).
Savage, S. B. (1984). “The mechanics of rapid granular flows.” Advances in Applied Mechanics 24, 289–366.
Savage, S. B., and Hutter, K. (1989). “The motion of a finite mass of granular material down a rough incline.” Journal of Fluid Mechanics, 199, 177–215.
Savage, S. B., and McKeown, S. (1983). “Shear stresses developed during rapid shear of concentrated suspension of large spherical particles between concentric cylinders.” Journal of Fluid Mechanics 137, 453–72.
Savage, S. B., and Iverson, R. M. (2003) “Surge dynamics coupled to pore-pressure evolution in debris-flows.” Proc., Third International Conference on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment, Rickenmann, D. and Chen, C. L., eds., 503–514, Millpress Science Publishers, Rotterdam, The Netherlands.
Savage, S. B., and Hutter, K. (1991). “The dynamics of avalanches of granular materials from initiation to runout. I: Analysis.” Acta Mechanica 86, 201–223.
Schamber, D. R., and MacArthur, R. C. (1985). “One-dimensional model for mud flows.” Proc., Conference on Hydraulics and Hydrology in the Small Computer Age, ASCE, New York.
Schatzmann, M., Fischer, P., and Bezzola, G. R. (2003). “Rheological behavior of fine and large particle suspensions.” Journal of Hydraulic Engineering, ASCE 129(10), 796–803.
Schick, A. P. (1974). “Alluvial fans and desert roads—A problem in applied geomorphology.” Abhandlungen der Akademie der Wissenschaften in Gottingen Mathematisch—Physiskalische Klasse 29, 418–425.
Schumm, S. A., et al. (1996). Alluvial fan flooding, Committee on Alluvial Fan Flooding, Water Science and Technology Board, Commission on Geosciences, Environment, and Resources, National Research Council, National Academy Press, Washington, D.C.
Schuster, R. L., and Flemming, R. W. (1986). “Economic Losses and Fatalities Due to Landslides.” Bulletin of the Association of Engineering Geologists 23(1), 11–18.
Sharpe, C.F.S. (1938) Landslides and related phenomenon, Columbia University Press, New York, 137pp.
Shen, H., and Ackermann, N. L. (1982). “Constitutive relations for fluid-solid mixtures.” Journal of Engineering Mechanics, ASCE, 108(5), 748–763.
Singh, Vijay P. (1996). Hydrology of disasters, Kluwer, Dordrecht, The Netherlands.
Sun, T., Paola, C., and Parker, G. (2002). “Fluvial fan-deltas: Linking channel processes with large-scale morphodynamics.” Water Resources Research, AGU, 38(2)., 2002.
Suwa, H. (1988). “Focusing Mechanism of Large Boulders to a Debris-flow Front”. Trans. Jpn. Geomorphol. Union, 9, 151–178.
Suwa, H. (1989). “Field observation of debris-flows.” Proc., Japan-China Joint Seminar on Natural Hazard Mitigation, Kyoto, Japan.
Takahashi, T. (1978). “Mechanical characteristics of debris-flows.” Journal of Hydraulic Engineering, ASCE 104 (HY3), 381–396.
Takahashi, T. (1980) “Debris-flow on a prismatic channel.” Journal of Hydraulic Engineering, ASCE 106 (HY8), 1153–1169.
Takahashi, T. (1981b). “Estimation of potential debris-flows and their hazardous zones: Soft countermeasures for a disaster.” Natural Disaster Science, 3(1), 57–89.
Takahashi, T. (1981). Debris-flow, Ann. Rev. Fluid Mechanics, 13, pp. 57–77.
Takahashi, T. (1991). Debris-flow, IAHR Monograph Series, Balkema, Rotterdam, The Netherlands.
Tubino, M., and Lanzoni S. (1993). Rheology of debris flows: experimental observations and modelling problems. Excerpta 7, 201–236.
United Nations. (1996). Mud flows: Experiences and lessons learned from major disasters, Department of Humanitarian Affairs, New York, 139.
U.S. Army Corps of Engineers (USACE). (1994). “Engineering and design—Channel stability assessment of flood control projects.” Engineering Manual No. 1110–2-1418, Department of the Army, Washington, D.C.
U.S. Army Corps of Engineers (USACE). (1983). Magnesia Spring Canyon—Detailed project report for flood control, Riverside County, USACE, Los Angeles District, Los Angeles.
U.S. Army Corps of Engineers (USACE). (1988). Special report-White water river flood warning system and preparedness plan, White water river basin, USACE, Los Angeles District, Los Angeles.
U.S. Army Corps of Engineers (USACE). (1989). “Engineering and design—Sedimentation investigations of rivers and reservoirs.” Engineering Manual No. 1110–2-4000, Department of the Army, Washington, D.C.
U.S. Army Corps of Engineers (USACE). (1993). ”Engineering and design—River hydraulics.” Engineering Manual No. 1110–2-1416, Department of the Army, Washington, D.C.
U.S. Army Corps of Engineers (USACE). (1991). “Engineering and design—Hydraulic design of flood control channels.” Engineering Manual No. 1110–2-1601, Department of the Army, Washington, D.C.
U.S. Department of Agriculture (USDA). (1992). “Chapter 18—Soil bioengineering for upland slope protection and erosion reduction.” National Engineering Field Handbook Series (EFH-650–18) 210-VI, Soil Conservation Service, U.S. Department of Agriculture, Washington, D.C.
U.S. Department of Agriculture (USDA). (1996). “Chapter 16:- Streambank and shoreline protection.” National Engineering Handbook Series (NEH-650–16) 210-VI, Soil Conservation Service, U.S. Department of Agriculture, Washington, D.C.
Vanoni, Vito A., ed. (1975). Sedimentation Engineering, Manual No. 54, American Society of Civil Engineers, NY.
Vanoni, Vito A., ed. (2006). Sedimentation Engineering, Manual No. 54, Classic Edition, American Society of Civil Engineers, Reston, VA.
Varnes, D. J. (1958). “Landslide types and processes.” Landslides and engineering practice, Special Rep. 29, Eckel, E. B., ed., Special Report 29: 20–47, Highway Research Board, Washington, D.C.
Walling, D. E., Davies, T. R., and Hasholt, B. (1992). “Erosion, debris-flows and environment in mountain regions.” Proc., Chengdu Symposium, Publication No. 209, International Association of Hydrological Sciences, Wallingford, U.K.
Wan, Z. (1982). “Bed material movement in hyperconcentrated flows.” Series paper 31, Institute of Hydrodynamics and Hydraulic Engineering, Technical University of Denmark, Lyngby.
Wan, Z., and Wang, Z. (1994). “Hyperconcentrated flows.” IAHR Monograph, Balkema, Rotterdamn, The Netherlands.
Whipple, K. X. (1997). “Open-channel flow of Bingham fluids: Applications in debris-flow research.” Journal of Geology 105, 243–262.
Whipple, K. X., Parker, G., Paola, C., and Mohrig, D. (1998). “Channel dynamics, sediment transport, and the slope of alluvial fans: Experimental study.” Journal of Geology 106, 677–693.
Whitham, G. B. (1974). Linear and nonlinear waves, Wiley-Interscience, New York.
Wieczorek, G. F., Larsen, M. C., Eaton, L. S., Morgan, B. A., and Blair, J. L. (2001). “Debris-flow and flooding hazards associated with the December 1999 storm in coastal Venezuela and strategies for mitigation.” Open File Rep. 01–0144, U.S. Geological Survey, Denver, CO.
Wieczorek, G. F. and Naeser, N. D. eds., (2000). Proc., Second International Conference on Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Taipei, Taiwan. Rotterdam: Balkema.
Wilson, R. C., and Wieczorek, G. F. (1995). “Rainfall thresholds for the initiation of debris-flows at La Honda, California.” Environmental and Engineering Geoscience 1(1), 11–27.
Winterwerp, J. C., de Groot, M. B., Masterbergen, D. R., and Verwoert, H. (1990). “Hyperconcentrated sand-water mixture flows over flat-bed.” Journal of Hydraulic Engineering, ASCE 116(1), 36–54.
Woo, H. S., Julien, P. Y., and Richardson, E. V. (1988). “Suspension of large concentrations of sands.” Journal of Hydraulic. Engineering, ASCE 114(8), 888–898.
Wright, V., and Krone, R. (1987). “Laboratory and numerical study of mud and debris-flows.” in Proceedings of Techniccal Session A on XXII International Association for Hydraulic Research Congress., IAHR, White W. R. (Editor), Ecole Politechnique Federale de Lausanne, Lausanne, Switzerland,
Youd, T. L. (1978). “Major cause of earthquake damage is ground failure.” Civil Engineering, ASCE 48, (4), 47–51.
Zanuttigh, B. and Lamberti, A. (2004). Analysis of Debris Wave Development with One-Dimensional Shallow-Water Equations. J. Hydr. Engrg., ASCE, Volume 130, Issue 4, pp. 293–304.
Zanutigh, B. and DiPaolo, A. (2006). “Experimental analysis of the segregation of dry avalanches and implications for debris flows.” Journal of Hydraulic Research, IAHR, Vol. 44, No. 6, 796–806.
Zhang S., Lopez, J. L., Garcia R., and Perez D. (2000). “Basin characteristics of large scale debris-flows in Vargas Region, Venezuela, December 16, 1999.” International Seminar on the Debris-flow Disaster of December 1999, Institute of Fluid Mechanics, University of Central Venezuela, Caracas, Venezuela (CD ROM).
REFERENCES
Bradley, J. B. (1986). “Hydraulics and bed material transport at high fine suspended sediment concentrations.” Ph.D. Dissertation, Department of Civil Engineering, Colorado State University, Fort Collins, CO.
Pierson, T. C. and Scott, K. M., Downstream Dilution of a Lahar: Transition form Debris Flow to Hyperconcentrated Flow, Water Resources Research, American Geophysical Union, Vol. 21, No. 10, October 1985.
Portland District Corps of Engineers (CENWP), Electronic File Transfer, May 2000.
U.S. Army Corps of Engineers (USACE). Corps Project Components. Mt St. Helens, Washington. ASCE Tour. Portland District, Hydrologic, Coastal, and River Engineering Section, 1999.
U.S. Army Corps of Engineers (USACE), Portland District, Mt. St. Helens Cowlitz and Toutle Rivers Sedimentation Study, September 1984.
U.S. Army Corps of Engineers (USACE), A Comprehensive Plan for Responding to the Long-Term Threat Created by the Eruption of Mount St. Helens, Washington, Appendices, October 1983.
U.S. Geological Survey (USGS) Cascades Volcano Observatory (CVO), Historic Cross Section Data for Toutle River, N. F. Toutle River and S. F. Toutle River, Electronic file transfer, 2000
WEST Consultants, Inc., Mount St. Helens Engineering Reanalysis: Hydrologic Hydraulic, and Sediment Transport Analyses, April 12, 2002.
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Sedimentation Engineering: Processes, Measurements, Modeling, and Practice
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