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Channel-forming discharge selection in river restoration design

Publication ,  Journal Article
Doyle, MW; Shields, D; Boyd, KF; Skidmore, PB; Dominick, DW
Published in: Journal of Hydraulic Engineering
July 1, 2007

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. © 2007 ASCE.

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Published In

Journal of Hydraulic Engineering

DOI

ISSN

0733-9429

Publication Date

July 1, 2007

Volume

133

Issue

7

Start / End Page

831 / 837

Related Subject Headings

  • Environmental Engineering
  • 4005 Civil engineering
  • 0905 Civil Engineering
 

Citation

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ICMJE
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Doyle, M. W., Shields, D., Boyd, K. F., Skidmore, P. B., & Dominick, D. W. (2007). Channel-forming discharge selection in river restoration design. Journal of Hydraulic Engineering, 133(7), 831–837. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:7(831)
Doyle, M. W., D. Shields, K. F. Boyd, P. B. Skidmore, and D. W. Dominick. “Channel-forming discharge selection in river restoration design.” Journal of Hydraulic Engineering 133, no. 7 (July 1, 2007): 831–37. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:7(831).
Doyle MW, Shields D, Boyd KF, Skidmore PB, Dominick DW. Channel-forming discharge selection in river restoration design. Journal of Hydraulic Engineering. 2007 Jul 1;133(7):831–7.
Doyle, M. W., et al. “Channel-forming discharge selection in river restoration design.” Journal of Hydraulic Engineering, vol. 133, no. 7, July 2007, pp. 831–37. Scopus, doi:10.1061/(ASCE)0733-9429(2007)133:7(831).
Doyle MW, Shields D, Boyd KF, Skidmore PB, Dominick DW. Channel-forming discharge selection in river restoration design. Journal of Hydraulic Engineering. 2007 Jul 1;133(7):831–837.

Published In

Journal of Hydraulic Engineering

DOI

ISSN

0733-9429

Publication Date

July 1, 2007

Volume

133

Issue

7

Start / End Page

831 / 837

Related Subject Headings

  • Environmental Engineering
  • 4005 Civil engineering
  • 0905 Civil Engineering