TECHNICAL PAPERS
Jul 1, 2006

Predictability of Annual Sediment Loads Based on Flood Events

Publication: Journal of Hydrologic Engineering
Volume 11, Issue 4

Abstract

Water resources managers always are searching for cost-effective monitoring programs that provide maximum information for minimum cost. Monitoring of sediment discharges from streams and rivers is one of the expensive efforts that is always reduced or cut when financial resources are limited. This has resulted in a very limited number of long-term sediment monitoring sites in the United States. Instead of long-term continuous monitoring programs, alternative monitoring approaches could potentially provide reliable estimates of sediment loads at reduced cost. One of those approaches is monitoring sediment loads during flood events and then using that information to estimate annual sediment loads. To test this approach, annual suspended sediment loads calculated based on continuous sediment monitoring were compared with the loads calculated based on monitoring the major floods only. Streams transport large percentages of the annual sediment loads from a watershed during a small number of floods that occur over relatively short time periods in a year. It was found that in Illinois, on average, the single highest, two highest, three highest, and four highest floods in a year transport 32, 49, 61, and 68% of the annual load, respectively. Consequently, the annual sediment loads were correlated highly with sediment transported during the highest floods. Thus, annual sediment loads can be predicted based on the sediment data during the highest floods. The predictions were tested on 27 small and medium streams in Illinois, for the period 1977–2000. The median error for predicting the annual load ranged from 42% for the single highest flood to 16% for the four highest floods. When resources are limited and the main purpose of the monitoring is estimation of annual sediment loads, a monitoring program based on flood events represents a more economical option.

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Acknowledgment

The writers would like to gratefully acknowledge the contribution of James Angel (ISWS) for providing the precipitation data used in this analysis.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 11Issue 4July 2006
Pages: 354 - 361

History

Received: Feb 3, 2004
Accepted: Dec 13, 2005
Published online: Jul 1, 2006
Published in print: Jul 2006

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Authors

Affiliations

Momcilo Markus, M.ASCE [email protected]
Hydrologist, Center for Watershed Science, Illinois State Water Survey, 2204 Griffith Dr., Champaign, IL 61820 (corresponding author). E-mail: [email protected]
Misganaw Demissie, M.ASCE [email protected]
Section Head, Center for Watershed Science, Illinois State Water Survey, 2204 Griffith Dr., Champaign, IL 61820. E-mail: [email protected]

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