TECHNICAL NOTES
Sep 1, 2007

Estimation of Channel Bankfull Occurrence from Instantaneous Discharge Data

Publication: Journal of Hydrologic Engineering
Volume 12, Issue 5

Abstract

Bankfull discharge (Qbf) occurrence has predominantly been described with the annual maximum exceedance random variable, pa , however the wide availability of daily peak streamflow (DPS) data allows for the description of occurrence with two alternative random variables. The two alternative random variables are: (1) flow duration, pf , the probability that daily discharge is at, or exceeds, Qbf and (2) partial duration, pb , the probability that an independent daily discharge is at, or exceeds, Qbf . In this research, statistics for pf and pb use DPS data, whereas pa is estimated with four statistics using either DPS or annual peak streamflow (APS) data. Analyses of approximately 15years of DPS and 45years of APS at 46 bankfull surveyed gauges in Maryland, North Carolina, and New York were performed to illustrate differences between the four pa statistics and the three Qbf random variables, pa , pf , and pb . For the pa analysis, non-log Pearson type-III (non-LPT3) statistics generated median recurrence intervals (RI) for Qbf that were 9% longer than LPT3 statistics. Processing the DPS data with the partial duration estimator shows Qbf events arrive 1.5 times per year on average (RI=0.70years) and 8 times per year maximum (RI=0.12years) . The flow duration estimator shows Qbf has durations of 2.1daysperyear on average and 13.2daysperyear maximum. Although the DPS record is approximately 30years shorter than the APS record, the DPS data capture the 1.4year Qbf frequency of the longer APS record. Statistics for pa , pf , and pb inform the river manager to the likelihood of three distinct Qbf phenomena: Annual maximum occurrence, daily duration of events, and daily time between events.

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Acknowledgments

The writer is grateful to the U.S. Geological Survey staff that provided the instantaneous streamflow data for Maryland, North Carolina, and New York, and the state agencies that recorded and provided bankfull recurrence interval values for their regional streams. External reviewers provided much guidance with presentation of the statistical material. Data processing provided by SUNY ESF graduate student Janet Tordesillas, funded by the Foreign Fulbright Graduate Student Program, is greatly appreciated.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 12Issue 5September 2007
Pages: 524 - 531

History

Received: Jul 18, 2005
Accepted: Nov 27, 2006
Published online: Sep 1, 2007
Published in print: Sep 2007

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Authors

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Theodore A. Endreny [email protected]
P.H., P.E.
Associate Professor, Environmental Resources Engineering, College of Environmental Science and Forestry, 207 Marshall Hall, 1 Forestry Dr., Syracuse, NY 13210-2778. E-mail: [email protected]

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