TECHNICAL NOTES
Dec 1, 2000

Coarse-Grained Debris-Flows: Hysteresis and Time-Dependent Rheology

Publication: Journal of Hydraulic Engineering
Volume 126, Issue 12

Abstract

Rheometer tests of coarse-grained debris-flow material show hysteresis of yield stress, the degree of which depends on maximum grain size, solids concentration, and normal stress. Coarse-grained debris-flow material did not exhibit well-defined flow curves based on instantaneous data; shear stresses at a given shear rate varied between ±50–100% of the mean value. Over periods of seconds to minutes this variability is accompanied by more gradual variation of shear stress at constant shear rate. The rheometry of coarse-grained debris-flows resembles that of dense suspensions in its poor precision and reproducibility of viscometric data.

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References

1.
Cheng, D. C. H. ( 1984). “Further observations on the rheological behaviour of dense suspensions.” Powder Tech., 37, 225–273.
2.
Contreras, S. M. ( 1998). “A study of the rheology of debris-flows in relation to stop and start hysteresis in yield stress.” M. Appl. Sc. thesis, Lincoln University, Canterbury, New Zealand, 151.
3.
Costa, J. E. ( 1984). “Physical geomorphology of debris-flows.” Developments and applications of geomorphology, J. E. Costa and P. J. Fleisher, eds., Springer, Berlin, 268–317.
4.
Coussot, P., and Piau, J.-M. ( 1995). “A large-scale field coaxial cylinder rheometer for the study of the rheology of natural coarse suspensions.” J. Rheol., 39(1), 105–124.
5.
Coussot, P., Laigle, D., Arrattano, M., Deganutti, A., and Marchi, L. (1998). “Direct determination of rheological characteristics of debris flow.”J. Hydr. Engrg., ASCE, 124(8), 865–868.
6.
Davies, T. R., Phillips, C. J., Pearce, A. J., and Zhang, X. ( 1991). “New aspects of debris flow behaviour.” Proc., Japan-U.S. Workshop on Snow Avalanche Landslide and Debris-Flow Prediction and Control, Tsukuba, Japan, 443–451.
7.
Davies, T. R., Phillips, C. J., Pearce, A. J., and Zhang, X. ( 1992). “Debris-flow behaviour: An integrated overview.” Proc., Int. Symp. on Debris-Flows and Envir. in Mountain Regions, IAHS Publ. No. 209, Chengdu, China, 217–225.
8.
Johnson, A. M. ( 1970). Physical processes in geology, Freeman, San Francisco, 577.
9.
Johnson, A. M., and Rodine, J. R. ( 1984). “Debris-flow.” Slope instability, D. Brunsden and D. B. Prior, eds., Wiley, New York, 257–361.
10.
Johnson, S. E. ( 1997). “1996 Tumalt Creek debris-flows and debris avalanches in the Columbia River gorge east of Portland, Oregon.” Proc., 1st Int. Conf. on Debris-Flows Hazards Mitigation, ASCE, San Francisco, 395–404.
11.
Krim, J. ( 1996). “Friction at the atomic scale.” Scientific Am., 275(4), 74–80.
12.
Major, J. J., and Pierson, T. C. ( 1992). “Debris-flow rheology: Experiments on fine-grained slurries.” Water Resour. Res., 28, 841–857.
13.
O'Brien, J. S., and Julien, P. Y. (1988). “Laboratory analysis of mudflow properties.”J. Hydr. Engrg., ASCE, 114(8), 877–887.
14.
Phillips, C. J. ( 1988). “Rheological investigations of debris-flow materials.” PhD thesis, University of Canterbury, New Zealand, 211.
15.
Phillips, C. J., and Davies, T. R. ( 1991). “Determining rheological parameters of debris flow.” Geomorph., 4, 101–110.
16.
Pierson, T. C. ( 1980). “Erosion and deposition by debris-flows at Mt. Thomas, North Canterbury, New Zealand.” Earth Surface Processes, Vol. 5, 227–247.
17.
Pierson, T. C., and Costa, J. E. ( 1987). “A rheologic classification of subaerial sediment-water flows.” Rev. Eng. Geol. VII, Geological Society of America, Boulder, Colo., 1–12.
18.
Scotton, P., and Deganutti, A. M. ( 1997). “Phreatic line and dynamic impact in debris flow experiments.” Proc., 1st Int. Conf. on Debris-Flow Hazards Mitigation, ASCE, San Francisco, 777–786.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 126Issue 12December 2000
Pages: 938 - 941

History

Received: Dec 29, 1998
Published online: Dec 1, 2000
Published in print: Dec 2000

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Authors

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Supervising Agriculturalist and Chf., Water Resour. Devel. Sect., Water Resour. Mgmt. Div., Bureau of Soils and Water Mgmt., Diliman, Quezon City, Philippines 1104.
Prof., Natural Resour. Engrg., Envir. Mgmt. and Des. Div., Lincoln Univ., Canterbury, New Zealand.

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