Volume 58, Issue 10 e2021WR031821
Research Article

Estimating the Average River Cross-Section Velocity by Observing Only One Surface Velocity Value and Calibrating the Entropic Parameter

Farhad Bahmanpouri

Corresponding Author

Farhad Bahmanpouri

Research Institute for Geo-Hydrological Protection, National Research Council (CNR), Perugia, Italy

Correspondence to:

F. Bahmanpouri,

[email protected]

Contribution: Conceptualization, Methodology, Validation, Formal analysis, ​Investigation, Writing - original draft, Visualization

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Anette Eltner

Anette Eltner

Institute of Photogrammetry and Remote Sensing, Technische Universität Dresden, Dresden, Germany

Contribution: Validation, Resources, Data curation, Writing - original draft

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Silvia Barbetta

Silvia Barbetta

Research Institute for Geo-Hydrological Protection, National Research Council (CNR), Perugia, Italy

Contribution: Methodology, Validation, ​Investigation, Writing - review & editing, Visualization

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László Bertalan

László Bertalan

Department of Physical Geography and Geoinformatics, University of Debrecen, Debrecen, Hungary

Contribution: Validation, Resources, Data curation, Writing - review & editing

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Tommaso Moramarco

Tommaso Moramarco

Research Institute for Geo-Hydrological Protection, National Research Council (CNR), Perugia, Italy

Contribution: Conceptualization, Methodology, Validation, Formal analysis, ​Investigation, Writing - review & editing, Supervision

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First published: 23 September 2022
Citations: 6

Abstract

The current research aims to predict the velocity distribution and discharge rates in rivers based on the entropy concept using only one surface velocity measurement. In this direction, first, the uncrewed aerial vehicle (UAV)-based image acquisition technique was applied to collect the surface velocity distribution along two European rivers, the Sajó, and the Freiberger Mulde Rivers. Seven cross sections were chosen for the analysis. At each cross section, first, the entropic parameter Φ(M) was calibrated based on the maximum and mean velocity magnitudes, derived from Acoustic Doppler Current Profilers, respectively, showing a trend for all cross sections with a range of 0.6 < Φ(M) < 0.75. Next, the maximum surface velocity provided by the UAV was implemented as a single velocity input. Finally, the bathymetry data, herein collected by UAV, were considered as the input for the entropy approach. In this way, the entropy iterative method allowed estimating the mean flow velocity by identifying the location (dip) of maximum velocities across the river site and inferring the 2D velocity distribution. The results highlighted that the entropy approach can accurately predict the velocity distribution and discharge rates with a percentage error lower than 13%.

Key Points

  • Applying the uncrewed aerial vehicle-based image acquisition technique to provide the maximum surface velocity

  • Estimating the river discharge based on the Entropy concept relying on only maximum surface velocity

  • Presenting cross-sectional velocity distribution calculated by the Entropy approach through European rivers, Sajó, and Freiberger Mulde

Data Availability Statement

The data set used for the Freiberger Mulde River can be found in https://opara.zih.tu-dresden.de/xmlui/handle/123456789/1405. The ADCP data for Sajó River are available at https://doi.org/10.5281/zenodo.6496919.