Investigation of the flow characteristics of slit check dams using novel models

Abstract Floods, which cause loss of life and property and destruction of the environment, have devastating effects on socio-economic welfare. Slit-check dams are essential structures for managing the transport of silt and woody debris, especially in events of significant floods. The current study p...

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Main Authors: Muhammet Emin Emiroglu, Erdinc Ikinciogullari, Eyyup Ensar Yalcin, Enes Gul
Format: Article
Language:English
Published: SpringerOpen 2024-12-01
Series:Applied Water Science
Subjects:
Online Access:https://doi.org/10.1007/s13201-024-02344-7
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author Muhammet Emin Emiroglu
Erdinc Ikinciogullari
Eyyup Ensar Yalcin
Enes Gul
author_facet Muhammet Emin Emiroglu
Erdinc Ikinciogullari
Eyyup Ensar Yalcin
Enes Gul
author_sort Muhammet Emin Emiroglu
collection DOAJ
description Abstract Floods, which cause loss of life and property and destruction of the environment, have devastating effects on socio-economic welfare. Slit-check dams are essential structures for managing the transport of silt and woody debris, especially in events of significant floods. The current study presents the hydraulic characteristics of slit-check dams with different geometries for experimental and numerical tests. First, the Butterfly model was produced with a 3D printer and examined experimentally. Then, the Butterfly model was validated extensively using OpenFOAM (v7) software for the numerical analysis. Finally, the other models were examined numerically using the k-ε turbulence model. The changes in water surface profile, velocity profiles, energy dissipation rates, and streamlines were comprehensively examined and discussed. The results showed that slit-check dams caused hydraulic jumps and dissipated flow energy. The Arced and Rectangular models, in particular, demonstrated a significant performance for energy dissipation, which is essential for flood management. Water surface profiles are directly affected by discharge. Moreover, the cross-sectional length of the model in question significantly affects the water surface profile. Accordingly, an increase was observed in the velocity profiles along the slit-check dam. While the maximum velocity for all unit discharge was observed in the V-shaped model, the minimum velocities were observed for the Arced and Rectangular models. Thus, the energy absorption performance of Arced and Rectangular models is higher.
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institution Kabale University
issn 2190-5487
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language English
publishDate 2024-12-01
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series Applied Water Science
spelling doaj-art-5dad8e964a464c6e95dc6b333218fb472025-01-26T12:47:06ZengSpringerOpenApplied Water Science2190-54872190-54952024-12-0115111410.1007/s13201-024-02344-7Investigation of the flow characteristics of slit check dams using novel modelsMuhammet Emin Emiroglu0Erdinc Ikinciogullari1Eyyup Ensar Yalcin2Enes Gul3Department of Civil Engineering, Firat UniversityDepartment of Civil Engineering, Bingol UniversityDepartment of Civil Engineering, Bingol UniversityDepartment of Civil Engineering, Inonu UniversityAbstract Floods, which cause loss of life and property and destruction of the environment, have devastating effects on socio-economic welfare. Slit-check dams are essential structures for managing the transport of silt and woody debris, especially in events of significant floods. The current study presents the hydraulic characteristics of slit-check dams with different geometries for experimental and numerical tests. First, the Butterfly model was produced with a 3D printer and examined experimentally. Then, the Butterfly model was validated extensively using OpenFOAM (v7) software for the numerical analysis. Finally, the other models were examined numerically using the k-ε turbulence model. The changes in water surface profile, velocity profiles, energy dissipation rates, and streamlines were comprehensively examined and discussed. The results showed that slit-check dams caused hydraulic jumps and dissipated flow energy. The Arced and Rectangular models, in particular, demonstrated a significant performance for energy dissipation, which is essential for flood management. Water surface profiles are directly affected by discharge. Moreover, the cross-sectional length of the model in question significantly affects the water surface profile. Accordingly, an increase was observed in the velocity profiles along the slit-check dam. While the maximum velocity for all unit discharge was observed in the V-shaped model, the minimum velocities were observed for the Arced and Rectangular models. Thus, the energy absorption performance of Arced and Rectangular models is higher.https://doi.org/10.1007/s13201-024-02344-7FloodFlood control structureSlit-check damDebris flowTorrential barrierOpenFOAM
spellingShingle Muhammet Emin Emiroglu
Erdinc Ikinciogullari
Eyyup Ensar Yalcin
Enes Gul
Investigation of the flow characteristics of slit check dams using novel models
Applied Water Science
Flood
Flood control structure
Slit-check dam
Debris flow
Torrential barrier
OpenFOAM
title Investigation of the flow characteristics of slit check dams using novel models
title_full Investigation of the flow characteristics of slit check dams using novel models
title_fullStr Investigation of the flow characteristics of slit check dams using novel models
title_full_unstemmed Investigation of the flow characteristics of slit check dams using novel models
title_short Investigation of the flow characteristics of slit check dams using novel models
title_sort investigation of the flow characteristics of slit check dams using novel models
topic Flood
Flood control structure
Slit-check dam
Debris flow
Torrential barrier
OpenFOAM
url https://doi.org/10.1007/s13201-024-02344-7
work_keys_str_mv AT muhammeteminemiroglu investigationoftheflowcharacteristicsofslitcheckdamsusingnovelmodels
AT erdincikinciogullari investigationoftheflowcharacteristicsofslitcheckdamsusingnovelmodels
AT eyyupensaryalcin investigationoftheflowcharacteristicsofslitcheckdamsusingnovelmodels
AT enesgul investigationoftheflowcharacteristicsofslitcheckdamsusingnovelmodels