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Journal of Hydraulic Research Volume 46, 2008 - Issue 6
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RESEARCH PAPER

Effect of bed dunes on spatial development of open-channel flow

Athanassios A. Dimas Department of Civil Engineering, University of Patras, 26 500, Patras, Greece Fax:
,
Nikolaos Th. Fourniotis Department of Civil Engineering, University of Patras, 26 500, Patras, Greece E-mail: [email protected]
,
Andreas P. Vouros Department of Civil Engineering, University of Patras, 26 500, Patras, Greece E-mail: [email protected]
&
Alexander C. Demetracopoulos Department of Civil Engineering, University of Patras, 26 500, Patras, Greece E-mail: [email protected]
Pages 802-813 | Received 23 May 2008, Published online: 26 Apr 2010

Citations (15)

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Mojgan Zamani, Hossein Afzalimehr, Mahsa Jahadi & Vijay P. Singh. (2022) Flow structure over bed form with flexible vegetation patches. ISH Journal of Hydraulic Engineering 28:4, pages 378-384.
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Vimaldoss Jesudhas, Ram Balachandar & Tirupati Bolisetti. (2020) Numerical study of a symmetric submerged spatial hydraulic jump. Journal of Hydraulic Research 58:2, pages 335-349.
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Zhihua Xie, Binliang Lin, Roger A. Falconer & Timothy B. Maddux. (2013) Large-eddy simulation of turbulent open-channel flow over three-dimensional dunes. Journal of Hydraulic Research 51:5, pages 494-505.
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Jan Sieben & Arno M. Talmon. (2011) Bed-load transport in obliquely dune-covered riverbeds. Journal of Hydraulic Research 49:3, pages 317-324.
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Shu-Qing Yang, Yu Han & Nadeesha Dharmasiri. (2011) Flow resistance over fixed roughness elements. Journal of Hydraulic Research 49:2, pages 257-262.
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Bijoy S. Mazumder, Dibyendu K. Pal, Koeli Ghoshal & Satya P. Ojha. (2009) Turbulence statistics of flow over isolated scalene and isosceles triangular-shaped bedforms. Journal of Hydraulic Research 47:5, pages 626-637.
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Articles from other publishers (9)

Jose M. Diaz Lozada, Francisco Pedocchi, Carlos M. GarcíaAna. I Heredia LigorriaRoman Martino. (2024) Nikuradse Roughness Height Derived from a Physically Based Model Applied to a River Channel with Dunes. Journal of Hydraulic Engineering 150:4.
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Athanassios A. Dimas & Iason A. Chalmoukis. (2020) An adaptation of the immersed boundary method for turbulent flows over three-dimensional coastal/fluvial beds. Applied Mathematical Modelling 88, pages 905-915.
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Jungkyu Ahn, Jaelyong Lee & Sung Won Park. (2020) Optimal Strategy to Tackle a 2D Numerical Analysis of Non-Uniform Flow over Artificial Dune Regions: A Comparison with Bibliography Experimental Results. Water 12:9, pages 2331.
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Thi Hoang Thao Nguyen, Jaelyong Lee, Sung Won Park & Jungkyu Ahn. (2018) Two-dimensional Numerical Analysis on the Flow and Turbulence Structures in Artificial Dunes. KSCE Journal of Civil Engineering 22:12, pages 4922-4929.
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C. A. Unsworth, D. R. Parsons, R. J. Hardy, A. J. H. Reesink, J. L. Best, P. J. Ashworth & G. M. Keevil. (2018) The Impact of Nonequilibrium Flow on the Structure of Turbulence Over River Dunes. Water Resources Research 54:9, pages 6566-6584.
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Vimaldoss JesudhasVesselina RoussinovaRam BalachandarRon Barron. (2017) Submerged Hydraulic Jump Study Using DES. Journal of Hydraulic Engineering 143:3.
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Tian Zhou & Theodore A. Endreny. (2013) Reshaping of the hyporheic zone beneath river restoration structures: Flume and hydrodynamic experiments. Water Resources Research 49:8, pages 5009-5020.
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An-Kyu Lee, No-Suk Park, Suhan Kim & Nam Kim. (2011) Physical modifications to improve a channel’s flow distribution. Korean Journal of Chemical Engineering 29:2, pages 201-208.
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Elham Nasiri DehsorkhiHossein AfzalimehrVijay P. Singh. (2011) Effect of Bed Forms and Vegetated Banks on Velocity Distributions and Turbulent Flow Structure. Journal of Hydrologic Engineering 16:6, pages 495-507.
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