Technical Papers
Jul 15, 2013

Scale Modeling of Wooden Debris Accumulation at a Debris Rack

Publication: Journal of Hydraulic Engineering
Volume 139, Issue 8

Abstract

To prevent damages due to transported wooden debris during a flood, the debris is often retained in defined zones upstream of populated areas using a debris rack. Because thorough numerical modeling of the debris accumulation process is still challenging given the randomness of debris accumulation and the interaction between sediment and wooden debris, one main tool to study debris retention structures involves small-scale modeling. The main purpose of this experimental study is to analyze various aspects regarding the modeling of wooden debris and to provide information on reducing the laboratory effort. The focus is on the various factors influencing the accumulation process and the backwater rise and whether or not it is important to model them properly in small scale. The results indicate a significant effect of the approach-flow Froude number on the debris accumulation process, whereas the debris properties have only a minor effect on the resulting backwater rise so that effects of debris mixture are negligible.

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Acknowledgments

The authors would like to thank Daniel Sidler for his laboratory assistance.

References

Beltaos, S., ed. (1995). River ice jams, Water Resources Publications, Highlands Ranch, CO.
Beltaos, S. (1999). “Flow through the voids of breakup ice jams.” Can. J. Civ. Eng., 26(2), 117–185.
Bezzola, G. R., Gantenbein, S., Hollenstein, R., and Minor, H.-E. (2002). “Verklausung von Brückenquerschnitten (Blocking of bridge cross-sections).” Internationales Symposium Moderne Methoden und Konzepte im Wasserbau, VAW-Mitteilung, H.-E. Minor, ed., ETH Zurich, Zurich, Switzerland, Vol. 175, 87–97 (in German).
Bezzola, G. R., and Hegg, C., eds. (2008). Ereignisanalyse Hochwasser 2005, 2: Analyse von Prozessen, Massnahmen und Gefahrengrundlagen (Analysis of 2005 flood event: Processes, provisions and hazard evaluation). Bundesamt für Umwelt BAFU, Eidgenössische Forschungsanstalt WSL, Umwelt-Wissen 2508, Birmensdorf (in German).
Bocchiola, D., Rulli, M. C., and Rosso, R. (2006). “Flume experiments on wood entrainment in rivers.” Adv. Water Resour., 29(8), 1182–1195.
Bocchiola, D., Rulli, M. C., and Rosso, R. (2008). “A flume experiment on the formation of wood jams in rivers.” Water Resour. Res., 44(2), W02408.
Bradley, J. B., Richards, D. L., and Bahner, C. D. (2005). “Debris control structures: Evaluation and countermeasures.”, U.S. Dept. of Transportation, Federal Highway Administration, Washington, DC.
Braudrick, C. A., and Grant, G. E. (2001). “Transport and deposition of large woody debris in streams: A flume experiment.” Geomorphology, 41(4), 263–283.
Chang, F. F., and Shen, H. W. (1979). “Debris problems in the river environment.”, U.S. Dept. of Transportation, Federal Highway Administration, Washington, DC.
Diehl, T. H. (1997). “Potential drift accumulation at bridges.”, U.S. Dept. of Transportation, Federal Highway Administration, Washington, DC.
Diehl, T. H., and Bryan, B. A. (1993). “Supply of large woody debris in a stream channel.” Proc., 1989 National Conf. of Hydraulic Engineering, ASCE, New York, 1055–1060.
Fritz, H. M., and Hager, W. H. (1998). “Hydraulics of embankment weirs.” J. Hydraul. Eng., 124(9), 963–971.
Haehnel, R. B., and Daly, S. F. (2002). “Maximum impact forces of woody debris on floodplain structures.”, U.S. Army Engineering Research and Development Center, Cold Regions Research and Engineering Laboratory, Hanover, New Hampshire.
Haga, H., Kumagai, T., Otsuki, K., and Ogawa, S. (2002). “Transport and retention of coarse woody debris in mountain streams: An in situ field experiment of log transport and a field survey of coarse woody debris distribution.” Water Resour. Res., 38(8), 1029–1044.
Heller, V. (2011). “Scale effects in physical hydraulic engineering models.” J. Hydraul. Res., 49(3), 293–306.
Jackson, C. R., and Sturm, C. A. (2002). “Woody debris and channel morphology in first- and second-order forested channels in Washington’s coast ranges.” Water Resour. Res., 38(9), 1177–1191.
Keller, E. A., and Swanson, F. J. (1979). “Effects of large organic material on channel form and fluvial processes.” Earth Surf. Process., 4(4), 361–380.
Kennedy, R. J. (1962). “The forces involved in pulpwood holding grounds.”, Pulp and Paper Research Institute of Canada, Montreal.
Knauss, J. (1995). “Von der oberen zur unteren Isar (The River Isar).”, Hydraulic Laboratory Obernach, Technical Univ. of Munich, Munich, Germany (in German).
Kondolf, G. M., and Piégay, H. (2007). “Changes in the riparian zone of the lower Eygues River, France, since 1830.” Landscape Ecol., 22(3), 367–384.
Lange, D., and Bezzola, G. R. (2006). “Schwemmholz: Probleme und Lösungsansätze (Driftwood: Problems and solutions).” VAW-Mitteilung 188, H.-E. Minor, ed., ETH Zurich, Zurich, Switzerland (in German).
Li, B., Garga, V. K., and Davies, M. H. (1998). “Relationships for non-Darcy flow in rockfill.” J. Hydraul. Eng., 124(2), 206–212.
Liébault, F., and Piégay, H. (2002). “Causes of 20th century channel narrowing in mountain and piedmont rivers of southeastern France.” Earth Surf. Process. Landforms, 27(4), 425–444.
Pariset, E., and Hausser, R. (1961). “Formation and evolution of ice covers on rivers.” Trans. Eng. Inst. Canada, 5(1), 41–49.
Perham, R. E. (1987). “Floating debris control: A literature review.”, U.S. Army Corps of Engineers, Washington, DC.
Rimböck, A. (2003). “Schwemmholzrückhalt in Wildbächen (Debris retention in mountain torrents).” Doctoral thesis, Hydraulics Laboratory Obernach, Technical Univ. of Munich, Munich, Germany (in German).
Schmocker, L., and Hager, W. H. (2011). “Probability of drift blockage at bridge decks.” J. Hydraul. Eng., 137(4), 269–274.
Stockstill, R. L., Daly, S. F., and Hopkins, M. A. (2009). “Modeling floating objects at river structures.” J. Hydraul. Eng., 135(5), 403–414.
Tamagni, S., et al. (2010). “Schwemmholzrückhalt Ettisbühl/Malters (Debris retention at Ettisbühl/Malters).” Wasser Energie Luft, 102(4), 169–274 (in German).
Versuchsanstalt für Wasserbau, Hydrologie und Glaziologie (VAW). (1998). “Geschiebesammler Dorfbach Sachseln (Sediment retention basin Sachseln).” Bericht 4126, ETH Zurich, Zurich, Switzerland (in German).
Versuchsanstalt für Wasserbau, Hydrologie und Glaziologie (VAW). (2008). “Ereignisanalyse Hochwasser 2005: Teilprojekt Schwemmholz (Analysis of the 2005 flood event: Sub-project drift).” Bericht 4240, ETH Zurich, Zurich, Switzerland (in German).
Waldner, P., et al. (2010). “Schwemmholz des Hochwassers 2005 (Driftwood during the 2005 flood event).” Final Rep., Federal Office for the Environment FOEN, Swiss Federal Institute for Forest, Snow and Landscape Research WSL, Birmensdorf, Switzerland (in German).
Wallerstein, N. P., Thorne, C. R., and Abt, S. R. (1996). “Debris control at hydraulic structures—Management of woody debris in natural channels and at hydraulic structures.” Rep., U.S. Corps of Engineers, Waterways Experiment Station, Vicksburg, MS.
Wallerstein, N. P., Thorne, C. R., and Abt, S. R. (1997). “Debris control at hydraulic structures in selected areas of the United States and Europe.” Rep., U.S. Army Research Development and Standardization Group, London.
Weitbrecht, V., and Rüther, N. (2009). “Laboratory and numerical study on sediment transfer processes in an expanding river reach.” Proc., 33rd Congress of IAHR, International Association for Hydraulic Research, Vancouver, Canada, 5436–5443.
Wong, J., Beltaos, S., and Krishnappan, B. G. (1985). “Seepage flow through simulated grounded ice jam.” Can. J. Civ. Eng., 12(4), 926–929.
Zollinger, F. (1983). “Die Vorgänge in einem Geschiebeablagerungsplatz (Processes in a sediment retention basin).” Doctoral thesis Nr. 7419, ETH Zurich, Zurich, Switzerland (in German).

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 8August 2013
Pages: 827 - 836

History

Received: Dec 7, 2011
Accepted: Dec 4, 2012
Published online: Jul 15, 2013
Published in print: Aug 1, 2013
Discussion open until: Dec 15, 2013

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Authors

Affiliations

Lukas Schmocker [email protected]
Postdoctoral Researcher, Laboratory of Hydraulics, Hydrology and Glaciology VAW, Swiss Federal Institute of Technology ETH, CH-8092 Zurich, Switzerland (corresponding author). E-mail: [email protected]
Willi H. Hager [email protected]
F.ASCE
Professor, Laboratory of Hydraulics, Hydrology and Glaciology VAW, Swiss Federal Institute of Technology ETH, CH-8092 Zurich, Switzerland. E-mail: [email protected]

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