Hydrodynamic Removal of Sediments in Open Irrigation Channel

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Publicado en:Modern Agriculture vol. 3, no. 2 (Dec 1, 2025)
Autor principal: Herrera‐Díaz, Israel E.
Otros Autores: Martínez‐Yáñez, Rosario, Gamiño‐Ramírez, Edith A., Gutiérrez‐Vaca, César
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John Wiley & Sons, Inc.
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Acceso en línea:Citation/Abstract
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024 7 |a 10.1002/moda.70023  |2 doi 
035 |a 3276837660 
045 0 |b d20251201 
100 1 |a Herrera‐Díaz, Israel E.  |u Campus Irapuato‐Salamanca DICIVA, Universidad de Guanajuato, Guanajuato, México 
245 1 |a Hydrodynamic Removal of Sediments in Open Irrigation Channel 
260 |b John Wiley & Sons, Inc.  |c Dec 1, 2025 
513 |a Journal Article 
520 3 |a ABSTRACT The enhancement of irrigation infrastructure is essential for boosting agricultural productivity, particularly in developing nations. Nevertheless, the accumulation of sediment in irrigation channels presents a major obstacle, reducing water flow efficiency and escalating maintenance expenses. This study introduces a numerical model designed for the hydrodynamic removal of bed sediment in an open irrigation channel located in Guanajuato, Mexico. Fluid dynamics are resolved using a finite difference method to simulate three‐dimensional velocity fields, while sediment transport is analysed through the particle‐in‐cell method (PICM). The model incorporates key factors influencing particle behaviour, including velocity field, turbulent dispersion, and particle‐specific properties such as size, shape, and settling velocity. Validation experiments were performed in a laboratory setting, utilizing a 1:20 scale irrigation channel with three distinct configurations of submerged structures. The results confirmed the model's capability to predict sediment transport, pinpoint erosion and deposition zones, and evaluate alterations in the hydraulic cross‐section. These outcomes underscore the critical role of effective sediment management in ensuring the optimal performance and maintenance of irrigation channels. 
653 |a Water flow 
653 |a Sediment transport 
653 |a Bed load 
653 |a Finite volume method 
653 |a Accuracy 
653 |a Channels 
653 |a Hydrodynamics 
653 |a Maintenance 
653 |a Irrigation 
653 |a Fluid dynamics 
653 |a Flow velocity 
653 |a Finite difference method 
653 |a Open source software 
653 |a Soil erosion 
653 |a Fluid flow 
653 |a Settling velocity 
653 |a Water 
653 |a Approximation 
653 |a Velocity distribution 
653 |a Canals 
653 |a Research & development--R&D 
653 |a Sediments 
653 |a Simulation 
653 |a Velocity 
653 |a Numerical models 
653 |a Mathematical models 
653 |a Design 
653 |a Stainless steel 
653 |a Developing countries--LDCs 
653 |a Agricultural production 
653 |a Algorithms 
653 |a Sedimentation & deposition 
653 |a Hydraulics 
653 |a Environmental 
700 1 |a Martínez‐Yáñez, Rosario  |u Campus Irapuato‐Salamanca DICIVA, Universidad de Guanajuato, Guanajuato, México 
700 1 |a Gamiño‐Ramírez, Edith A.  |u Campus Celaya‐Salvatierra DCSI, Universidad de Guanajuato, Guanajuato, México 
700 1 |a Gutiérrez‐Vaca, César  |u Campus Irapuato‐Salamanca DICIVA, Universidad de Guanajuato, Guanajuato, México 
773 0 |t Modern Agriculture  |g vol. 3, no. 2 (Dec 1, 2025) 
786 0 |d ProQuest  |t Agriculture Science Database 
856 4 1 |3 Citation/Abstract  |u https://www.proquest.com/docview/3276837660/abstract/embedded/7BTGNMKEMPT1V9Z2?source=fedsrch 
856 4 0 |3 Full Text  |u https://www.proquest.com/docview/3276837660/fulltext/embedded/7BTGNMKEMPT1V9Z2?source=fedsrch 
856 4 0 |3 Full Text - PDF  |u https://www.proquest.com/docview/3276837660/fulltextPDF/embedded/7BTGNMKEMPT1V9Z2?source=fedsrch