TECHNICAL NOTES
Jul 1, 2007

Channel-Forming Discharge Selection in River Restoration Design

Publication: Journal of Hydraulic Engineering
Volume 133, Issue 7

Abstract

The concept of channel-forming (Qcf) or dominant discharge is now a cornerstone of river channel restoration design. Three measures of channel-forming discharge are most commonly applied: effective discharge (Qeff) , bankfull discharge (Qbf) , and a discharge of a certain recurrence interval (Qri) , which theoretically are similar in geomorphically stable channels. The latter two measures have become particularly widely applied in some channel restoration design procedures, often to the exclusion of Qeff analyses, despite the additional utility of Qeff analysis for most channel design problems. We quantify the three measures of Qcf for four case studies and then follow this with a synthesis of previously published studies to illustrate sources of variability. This synthesis suggests that agreement among the three measures of Qcf is best for snowmelt-hydrology, nonincised channels with coarse substrate. Departures from these conditions result in greater discrepancy between the measures. Channel incision produces Qbf far greater than Qeff , and flashy hydrology is associated with generally larger, briefer, and more frequent Qeff . Regional mean or median values for the relative magnitudes of the three measures can be tightly constrained, but site to site variation is quite large. The construction of a cumulative sediment discharge curve and associated determination of Qeff allows quantification of the sediment budget of a channel for a given hydrologic regime, which provides process-based insight of drivers of current and future trajectories of channel stability, and is thus the recommended measure of channel-forming discharge. Reliance on only return-interval or bankfull discharge for channel design is not recommended for channel design activities.

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Acknowledgments

This study originated while the writers, except for Shields, were employees of Inter-Fluve, Inc., and the cooperation and support from Inter-Fluve is greatly appreciated. CDM, Inc. conducted the hydrologic modeling for Lincoln Creek.

References

Andrews, E. D. (1980). “Effective and bankfull discharges of streams in the Yampa River Basin, Colorado, and Wyoming.” J. Hydrol., 46, 311–330.
Andrews, E. D., and Nankervis, J. M. (1995). “Effective discharge and the design of channel maintenance flows for gravel-bed rivers.” Natural and anthropegenic influences in fluvial geomorpholgy, AGU Monograph Series No. 89, Washington, D.C., 151–164.
Ashmore, P. E., and Day, T. J. (1988). “Effective discharge for suspended sediment transport in streams of the Saskatchewan River Basin.” Water Resour. Res., 24(6), 864–870.
Biedenharn, D. S., Copeland, R. R., Thorne, C. R., Soar, P. J., Hey, R. D., and Watson, C. C. (2000). “Effective discharge calculation: A practical guide.” Technical Rep. No. ERDC/CHL TR-00-15, U.S. Army Corps of Engineers, Washington, D.C.
Bray, D. I. (1975). “Representative discharges for gravel-bed rivers in Alberta, Canada.” J. Hydrol., 27, 143–153.
Carling, P. (1988). “The concept of dominant discharge applied to two gravel-bed streams in relation to channel stability thresholds.” Earth Surf. Processes Landforms, 13, 355–367.
Church, M. A., McLean, D. G., and Wolcott, J. F. (1987). “River bed gravels: Sampling and analysis.” Sediment transport in gravel-bed rivers, C. R. Thorne, J. C. Bathurst, and R. D. Hey, eds., Wiley, Chichester, U.K., 43–88.
Copeland, R., Soar, P., and Thorne, C. (2005). “Channel-forming discharge and hydraulic geometry width predictors in meandering sand-bed rivers.” Proc., 2005 World Water and Environmental Resources Congress: Impacts of Global Change (CD-ROM), ASCE, Reston, Va.
Copeland, R. R., McComas, D. N., Raphelt, N. K., and Thomas, W. A. (1997). Users’ manual for the hydraulic design package for channels (SAM), U.S. Army Engineering Waterways Experiment Station, Vicksburg, Miss.
Crowder, D. W., and Knapp, H. V. (2005). “Effective discharge recurrence intervals in Illinois streams.” Geomorphology, 64, 167–184.
Dury, G. H. (1977). “Peak flows, low flows and aspects of geomorphic dominance.” River channel changes, K. J. Gregory, ed., Wiley, New York.
Emmett, W. W., and Wolman, M. G. (2001). “Effective discharge and gravel-bed rivers.” Earth Surf. Processes Landforms, 26, 1369–1380.
Goodwin, P. (2004). “Analytical solutions for estimating effective discharge.” J. Hydraul. Eng., 130(8), 729–738.
Huber, W. C. (1981). Storm water management model user’s manual, version III, EPA, Athens, Ga.
Johnson, P. A., and Heil, T. M. (1996). “Uncertainty in estimating bankfull conditions.” Water Resour. Bull., 32(6), 1283–1291.
Knighton, A. D. (1998). Fluvial forms and processes, Arnold.
Maidment, D. R. (1993). Handbook of hydrology, McGraw-Hill, New York.
Nash, D. B. (1994). “Effective sediment-transporting discharge from magnitude-frequency analysis.” J. Geol., 102, 79–95.
Nolan, K. M., Lisle, T. E., and Kelsey, H. M. (1987). “Bankfull discharge and sediment transport in northern California. Erosion and sedimentation in the Pacific Rim.” Proc., Covallis Symp., IAHS, No. 165, 439–449.
Pickup, G., and Warner, R. F. (1976). “Effects of hydrologic regime on magnitude and frequency of dominant discharge.” J. Hydrol., 29, 51–75.
Rosgen, D. (1994). Applied river morphology, Wildland Hydrology.
Rosgen, D. (1998). “The reference reach—A blueprint for natural channel design.” ASCE Wetlands Engineering and River Restoration Conf., Denver.
Shields, F. D., Copeland, R. R., Klingeman, P. C., Doyle, M. W., and Simon, A. (2003). “Design for stream restoration.” J. Hydraul. Eng., 129(8), 575–584.
Simon, A., Dickerson, W., and Heins, A. (2004). “Suspended-sediment transport rates at the 1.5-year recurrence interval for ecoregions of the United States: Transport conditions at the bankfull and effective discharge?” Geomorphology, 58, 243–262.
Soar, P. J., and Thorne, C. R (2001). “Channel restoration design for meandering rivers.” ERDC/CHL CR-01-1, U.S. Army Corps of Engineers, Washington, D.C.
U.S. Forest Service. (2004). “Guide to identification of bankfull stage in the northeastern United States.” General Technical Rep. RMRS-GTR-133-CD (CD-ROM), Rocky Mountain Research Station, Stream Systems Technology Center.
Werritty, A. (1997). “Short-term changes in channel stability.” Applied fluvial geomorphology for river engineering and management, C. R. Thorne, R. D. Hey, and M. D. Newson, eds., Wiley, New York, 47–66.
Whiting, P. J., Stamm, J. F., Moog, D. B., and Orndorff, R. L. (1999). “Sediment-transporting flows in headwater streams.” Geol. Soc. Am. Bull., 111(3), 450–466.
Wilcock, P. R. (1997). “Friction between science and practice: The case of river restoration.” EOS Trans. Am. Geophys. Union, 78(41), 454.
Williams, G. P. (1978). “Bankfull discharge of rivers.” Water Resour. Res., 14(6), 1141–1154.
Wolman, G., and Miller, J. (1960). “Magnitude and frequency of forces of geomorphic processes.” J. Geol., 68, 54–74.

Information & Authors

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 133Issue 7July 2007
Pages: 831 - 837

History

Received: Aug 30, 2005
Accepted: Sep 12, 2006
Published online: Jul 1, 2007
Published in print: Jul 2007

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Authors

Affiliations

Martin W. Doyle [email protected]
Associate Professor, Dept. of Geography, Univ. of North Carolina, Chapel Hill, NC 27599 (corresponding author). E-mail: [email protected]
Doug Shields
Research Hydraulic Engineer, National Sedimentation Laboratory, Oxford, MS 38655.
Karin F. Boyd
Principal, Applied Geomorphology, Inc., 211 N. Grand, Suite C, Bozeman, MT 59715.
Peter B. Skidmore
Freshwater Scientist, The Nature Conservancy, 217 Pine St., Suite 1100, Seattle, WA 98101.
DeWitt Dominick
Geomorphologist, Aquatic Design and Construction, Inc., P.O. Box 582, Livingston, MT 59047.

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