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Repeatability,Sensitivity, and Uncertainty Analyses of the BANCS Model Developed to Predict Annual Streambank Erosion Rates
Authors:Kari A. Bigham  Trisha L. Moore  Jason R. Vogel  Tim D. Keane
Affiliation:1. Department of Biological and Agricultural Engineering, Kansas State University, Manhattan, Kansas;2. Oklahoma Water Survey/Department of Civil Engineering and Environmental Science, University of Oklahoma, Norman, Oklahoma;3. Department of Landscape Architecture and Regional and Community Planning, Kansas State University, Manhattan, Kansas
Abstract:Accelerated streambank erosion caused by channel instability can be the leading cause of sediment impairment of streams. Obtaining accurate streambank erosion rates for sediment budgeting and prioritizing mitigation efforts can be difficult and costly. One approach to quantifying streambank erosion rates is through the development and implementation of an empirically derived “Bank Assessment for Non‐point Source Consequences of Sediment” (BANCS) model. This study aims to improve the BANCS model application by evaluating repeatability between users and identifying sensitive and/or uncertain model inputs. Statistical analysis of streambank evaluations conducted by 10 different individuals suggests the implementation of the BANCS model may not be repeatable. This finding may be due to sensitive model inputs, such as streambank height and near‐bank stress level prediction method selection, and/or uncertain model inputs, such as bank material identification and the associated adjustment of erosion potential. Furthermore, it was found assessing streambanks as a group by obtaining a measure of central tendency from individual evaluations, as well as obtaining a higher level of training, may improve model implementation precision. Application of these suggestions may result in improved prediction of streambank erosion rates utilizing the BANCS model methodology.
Keywords:streambank erosion  prediction  BANCS model  BEHI  NBS  Rosgen  sediment budgeting  watershed planning
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