全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...

Bridge Impact on Water Behavior: Simulation-Application to the Medjerda River in Tunisia

DOI: 10.4236/oalib.1111597, PP. 1-14

Keywords: Velocity, Water Behavior, Medjerda, Numerical Modeling, Flood Response

Full-Text   Cite this paper   Add to My Lib

Abstract:

The Medjerda Basin is a crucial hub in Tunisia, grapples with recurring floods, significantly affecting social and economic activities in the region. Flood-induced damages disrupt daily life, jeopardizing homes, agriculture, and businesses. This study delves into the intricate dynamics of hydraulic engineering within the challenging context of the Medjerda River Basin, responding to the global flood crisis. This study investigates channel response under diverse flow scenarios. It employs a novel approach by integrating real-scale and scaled-down numerical models to examine the impact of bridge structures on water behavior, providing valuable insights for watercourse management strategies. Simulations reveal distinct behaviors in varying velocities and surface water heights. For real-size models, an inlet velocity of 1 m/s and a water depth of 3 m are considered. In small-size models, conditions involve an inlet velocity of 0.1 m/s and a water depth of 13 cm. The use of both real-scale and scaled-down models, guided by the Froude similarity principle, offers a comprehensive analysis of water dynamics around bridge structures. The investigation seeks to uncover apprehension into the wall shear changes, velocity fields, and hydraulic properties under these conditions. The primary focus is on understanding the water behavior in the channel under varying velocities and surface water heights and assessing the impact of existing bridge structures on water properties. The study will compare numerical calculations to real-world observations in a geometrically reduced model, refining the numerical resolution through practical experimentations. Results from the simulations provide an understanding of water behavior in the Medjerda River, offering valuable insights into the variability of velocity fields. This research contributes to essential knowledge for developing a multidisciplinary approach that bridges hydraulic engineering, environmental conservation, and urban planning, in the face of changing conditions.

References

[1]  Gharbi, M., Soualmia, A., Dartus, D. and Masbernat, L. (2014) A Comparative Analysis of Lajeunesse Model with Other Used Bed Load Models-Effects on River Morphological Changes. Journal of Water Resources and Ocean Science, 3, 61-68. https://doi.org/10.11648/j.wros.20140305.12
[2]  Gharbi, M., Soualmia, A., Dartus, D. and Masbernat, L. (2016) Comparison of 1D and 2D Hydraulic Models for Floods Simulation on the Medjerda Riverin Tunisia. Journal of Materials and Environmental Science, 7, 3017-3026.
[3]  Hammami, S., Soualmia, A. and Kourta, A. (2023) Analysis and Forecasting Flood Risk Mapping of the Medjerda River at Boussalem Town, in Tunisia. Engineering & Applied Science Research, 50, 3-4.
[4]  Hunter, N.M., Bates, P.D., Neelz, S., Pender, G., Villanueva, I., Wright, N.G. and Mason, D.C. (2008) Benchmarking 2D Hydraulic Models for Urban Flooding. Proceedings of the Institution of Civil Engineers-Water Management, 161, 13-30. https://doi.org/10.1680/wama.2008.161.1.13
[5]  Talbi, S. H., Soualmia, A., Cassan, L. and Masbernat, L. (2016) Study of Free Surface Flows in Rectangular Channel over Rough Beds. Journal of Applied Fluid Mechanics, 9, 3023-3031. https://doi.org/10.29252/jafm.09.06.25898
[6]  Chanson, H. (2004) Hydraulics of Open Channel Flow. Elsevier, Amsterdam.
[7]  Tartandyo, R.A., Ginting, B.M. and Zulfan, J. (2023) Scale Effects Investigation in Physical Modeling of Recirculating Shallow Flow Using Large Eddy Simulation Technique. Journal of Applied Fluid Mechanics, 17, 43-59. https://doi.org/10.47176/jafm.17.1.1980
[8]  Martaud, M. and Heywood, S. (1999) Les modèles physiques en hydraulique urbaine. La Houille Blanche, 85, 67-74. https://doi.org/10.1051/lhb/1999009
[9]  Jasim, R.A., Hussen, W.Q., Abdullah, M.F. and Zulkifli, R. (2023) Numerical Simulation of Characterization of Hydraulic Jump over an Obstacle in an Open Channel Flow. Journal of Advanced Research in Fluid Mechanics and Thermal Sciences, 106, 1-15. https://doi.org/10.37934/arfmts.106.1.115
[10]  Aksel, M. (2023) Numerical Analysis of the Flow Structure around Inclined Solid Cylinder and Its Effect on Bed Shear Stress Distribution. Journal of Applied Fluid Mechanics, 16, 1627-1639. https://doi.org/10.47176/jafm.16.08.1697
[11]  Roulund, A., Sumer, B.M., Fredsøe, J. and Michelsen, J. (2005). Numerical and Experimental Investigation of Flow and Scour around a Circular Pile. Journal of Fluid Mechanics, 534, 351-401. https://doi.org/10.1017/S0022112005004507
[12]  Larsen, B.E., Fuhrman, D.R. and Sumer, B.M. (2016) Simulation of Wave-plus-Current Scour beneath Submarine Pipelines. Journal of Waterway, Port, Coastal, and Ocean Engineering, 142, Article 04016003. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000338

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133