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Channel stability and sediment source assessment in streams draining a Piedmont watershed in Georgia, USA

✍ Scribed by Rajith Mukundan; David E. Radcliffe; Jerry C. Ritchie


Book ID
102264947
Publisher
John Wiley and Sons
Year
2010
Tongue
English
Weight
201 KB
Volume
25
Category
Article
ISSN
0885-6087

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✦ Synopsis


Abstract

Streams can be classified as stable or unstable, depending on the stage of channel evolution. Many streams of the southern Piedmont in United States have high sediment loads and are listed as impaired under the total maximum daily load (TMDL) program and may be unstable. It is not clear as to what the target (reference) load or remediation measures should be for unstable streams. The objective of this study was to determine the relative channel stability for a typical southern Piedmont stream using rapid geomorphic assessments (RGAs) and sediment yield analysis. The results were supported through a sediment fingerprinting analysis. RGAs were performed along 52 reaches on the North Fork Broad River (NFBR) main stem and two tributaries. Annual sediment yields were calculated and compared with yields in the southern Piedmont for stable streams that are resilient to degradation or aggradation and unstable streams that are susceptible to such disturbances. Majority of the NFBR main stem was found to be unstable with signs of geomorphic instability in the form of degradation and aggradation. The estimated average annual sediment yield was 0·78 T ha^−1^ year^−1^. By comparison, the median annual yield is 0·20 T ha^−1^ year^−1^ for stable streams and 0·48 T ha^−1^ year^−1^ for unstable streams in the Piedmont ecoregion with comparable drainage basin size. We conclude that the NFBR is in an unstable stage of channel evolution. Sediment fingerprinting proved that majority of the stream‐suspended sediment emanated from eroding stream channels. The methods outlined in this study have implications for the reference condition and remediation efforts related to stream turbidity and stream channel restoration. Copyright © 2010 John Wiley & Sons, Ltd.


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