Wavelet-Based Method for Estimating Local Dune Dimensions: Method Development and Initial Validation for Select Sand-Bed River Datasets

Quantification of local dune dimensions from bathymetric data obtained in large sand-bed rivers is important for navigation assessments and hydraulic roughness estimation. This study developed, calibrated, and tested a method for wavelet-based quantification of local dune dimensions (i.e., length and height) from linear bed elevation profiles (BEPs). The method uses the continuous wavelet transform (CWT) and leverages strengths of both the energy-normalized and amplitude-normalized CWT definitions. The method was calibrated using synthetic BEPs that mimic data obtained on the Missouri River to obtain median values and 95% confidence intervals for the method’s dune length and height estimation coefficients. Analysis of results for synthetic BEP data suggests that the wavelet-based method provides locally averaged dune dimensions. When using median coefficient values, root-mean-square errors (RMSEs) for predictions were less than 32% of mean values for the synthetic data. The method was validated by comparisons with reference dune dimension data for the Missouri and Paraná Rivers, for which the RMSE prediction errors were less than 59% and 27% of the mean values, respectively.

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Publication Details

Journal
Journal of Hydraulic Engineering
Published
2026-03-11
DOI
https://doi.org/10.1061/jhend8.hyeng-14529
Primary Topic
Hydrology and Sediment Transport Processes
Type
article
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article

Wavelet-Based Method for Estimating Local Dune Dimensions: Method Development and Initial Validation for Select Sand-Bed River Datasets

Micah A. Wyssmann
Journal of Hydraulic Engineering
Hydrology and Sediment Transport Processes
article

Wavelet-Based Method for Estimating Local Dune Dimensions: Method Development and Initial Validation for Select Sand-Bed River Datasets

Micah A. Wyssmann
article en

Abstract

Quantification of local dune dimensions from bathymetric data obtained in large sand-bed rivers is important for navigation assessments and hydraulic roughness estimation. This study developed, calibrated, and tested a method for wavelet-based quantification of local dune dimensions (i.e., length and height) from linear bed elevation profiles (BEPs). The method uses the continuous wavelet transform (CWT) and leverages strengths of both the energy-normalized and amplitude-normalized CWT definitions. The method was calibrated using synthetic BEPs that mimic data obtained on the Missouri River to obtain median values and 95% confidence intervals for the method’s dune length and height estimation coefficients. Analysis of results for synthetic BEP data suggests that the wavelet-based method provides locally averaged dune dimensions. When using median coefficient values, root-mean-square errors (RMSEs) for predictions were less than 32% of mean values for the synthetic data. The method was validated by comparisons with reference dune dimension data for the Missouri and Paraná Rivers, for which the RMSE prediction errors were less than 59% and 27% of the mean values, respectively.

Journal of Hydraulic EngineeringVol. 152(3)
University of Missouri–Kansas City (US)
Openalex Percentile: Top 35%
Hydrology and Sediment Transport Processes
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