Spectral analysis of the flows in seepage affected threshold alluvial channels

In order to comprehend potential changes in the hydrodynamics of flow under downward seepage condition when water is extracted from a threshold alluvial channel, investigations in a laboratory flume were carried out. Experiments in the present study, were organized in two categories: in absence of d...

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Main Authors: Pradyumna Kumar Behera, Mayank Agarwal, Vishal Deshpande, Bimlesh Kumar
Format: Article
Language:English
Published: Elsevier 2024-03-01
Series:Results in Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2590123024000835
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author Pradyumna Kumar Behera
Mayank Agarwal
Vishal Deshpande
Bimlesh Kumar
author_facet Pradyumna Kumar Behera
Mayank Agarwal
Vishal Deshpande
Bimlesh Kumar
author_sort Pradyumna Kumar Behera
collection DOAJ
description In order to comprehend potential changes in the hydrodynamics of flow under downward seepage condition when water is extracted from a threshold alluvial channel, investigations in a laboratory flume were carried out. Experiments in the present study, were organized in two categories: in absence of downward seepage and in presence of downward seepage. Increased in transport of bed-material in the channel was observed on introduction of downward seepage. Instantaneous velocity samples were collected employing an acoustic Doppler velocimeter (ADV) to calculate various length scales of turbulent motions such as: integral length scale, Taylor microscale, and Kolmogorov's microscale. An increase in the values of these length scales has been observed under the influence of downward seepage. Three sub-ranges in the velocity power spectra both for seepage and no-seepage situations are confirmed by the results of the spectral analysis in the channel near-bed area. Toward the channel bed, spectral densities were found increasing for both types of experiments. At every measurement location, velocity power spectra of the seepage experiment shifted toward higher spectral densities and higher frequencies than the power spectra of the no-seepage experiment. Moreover, the power spectra of seepage experiment were found flatter than that of the no-seepage experiment. This flatness in the velocity power spectra indicates an increased bed roughness when a threshold alluvial channel is subjected to downward seepage.
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spelling doaj.art-141ae3e4a47840c2b2c5f12c7d9f13662024-03-24T07:00:50ZengElsevierResults in Engineering2590-12302024-03-0121101830Spectral analysis of the flows in seepage affected threshold alluvial channelsPradyumna Kumar Behera0Mayank Agarwal1Vishal Deshpande2Bimlesh Kumar3Department of Civil and Environmental Engineering, Indian Institute of Technology Patna, IndiaDepartment of Computer Science and Engineering, Indian Institute of Technology Patna, IndiaDepartment of Civil and Environmental Engineering, Indian Institute of Technology Patna, India; Corresponding author.Department of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, 781039, Assam, India; Corresponding author.In order to comprehend potential changes in the hydrodynamics of flow under downward seepage condition when water is extracted from a threshold alluvial channel, investigations in a laboratory flume were carried out. Experiments in the present study, were organized in two categories: in absence of downward seepage and in presence of downward seepage. Increased in transport of bed-material in the channel was observed on introduction of downward seepage. Instantaneous velocity samples were collected employing an acoustic Doppler velocimeter (ADV) to calculate various length scales of turbulent motions such as: integral length scale, Taylor microscale, and Kolmogorov's microscale. An increase in the values of these length scales has been observed under the influence of downward seepage. Three sub-ranges in the velocity power spectra both for seepage and no-seepage situations are confirmed by the results of the spectral analysis in the channel near-bed area. Toward the channel bed, spectral densities were found increasing for both types of experiments. At every measurement location, velocity power spectra of the seepage experiment shifted toward higher spectral densities and higher frequencies than the power spectra of the no-seepage experiment. Moreover, the power spectra of seepage experiment were found flatter than that of the no-seepage experiment. This flatness in the velocity power spectra indicates an increased bed roughness when a threshold alluvial channel is subjected to downward seepage.http://www.sciencedirect.com/science/article/pii/S2590123024000835Downward seepageThreshold alluvial channelLength scale of turbulent motionVelocity power spectra
spellingShingle Pradyumna Kumar Behera
Mayank Agarwal
Vishal Deshpande
Bimlesh Kumar
Spectral analysis of the flows in seepage affected threshold alluvial channels
Results in Engineering
Downward seepage
Threshold alluvial channel
Length scale of turbulent motion
Velocity power spectra
title Spectral analysis of the flows in seepage affected threshold alluvial channels
title_full Spectral analysis of the flows in seepage affected threshold alluvial channels
title_fullStr Spectral analysis of the flows in seepage affected threshold alluvial channels
title_full_unstemmed Spectral analysis of the flows in seepage affected threshold alluvial channels
title_short Spectral analysis of the flows in seepage affected threshold alluvial channels
title_sort spectral analysis of the flows in seepage affected threshold alluvial channels
topic Downward seepage
Threshold alluvial channel
Length scale of turbulent motion
Velocity power spectra
url http://www.sciencedirect.com/science/article/pii/S2590123024000835
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AT bimleshkumar spectralanalysisoftheflowsinseepageaffectedthresholdalluvialchannels