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Modeling the Evolution of Incised Streams. III: Model Application.

Authors :
Langendoen, Eddy J.
Wells, Robert R.
Thomas, Robert E.
Simon, Andrew
Bingner, Ronald L.
Source :
Journal of Hydraulic Engineering. Jun2009, Vol. 135 Issue 6, p476-486. 11p. 1 Chart, 5 Graphs, 2 Maps.
Publication Year :
2009

Abstract

Incision and the ensuing widening of alluvial stream channels represent important forms of channel adjustment. Two accompanying papers have presented a robust computational model for simulating the long-term evolution of incised and restored or rehabilitated stream corridors. This work reports on applications of the model to two incised streams in northern Mississippi, James Creek, and the Yalobusha River, to assess: (1) its capability to simulate the temporal progression of incised streams through the different stages of channel evolution; and (2) model performance when available input data regarding channel geometry and physical properties of channel boundary materials are limited (in the case of James Creek). Model results show that temporal changes in channel geometry are satisfactorily simulated. The mean absolute deviation (MAD) between observed and simulated changes in thalweg elevations is 0.16 m for the Yalobusha River and 0.57 m for James Creek, which is approximately 8.1 and 23% of the average degradation of the respective streams. The MAD between observed and simulated changes in channel top width is 5.7% of the channel top width along the Yalobusha River and 31% of the channel top width along James Creek. The larger discrepancies for James Creek are mainly due to unknown initial channel geometry along its upper part. The model applications also emphasize the importance of accurate characterization of channel boundary materials and geometry. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
07339429
Volume :
135
Issue :
6
Database :
Academic Search Index
Journal :
Journal of Hydraulic Engineering
Publication Type :
Academic Journal
Accession number :
39786326
Full Text :
https://doi.org/10.1061/(ASCE)HY.1943-7900.0000029