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Information Journal Paper

Title

Numerical investigation of flow pattern, erosion and sedimentation around parallel unequal spur dikes under different geometric and hydraulic condition

Pages

  17-29

Abstract

 Spur dikes are known as the most popular hydraulic structures which utilize to reduce shores and river banks Erosion. These structures change the Flow pattern and sediment transport; so they can control hydraulic conditions and prevent shores Erosion and cause sediment trapping. In this paper, effects of changes in angles and various arrangement of spur dikes (small to large or vice versa) for group of parallel, unequal, non-submerged and impermeable spur dikes on Flow pattern, bed Erosion and Sedimentation are numerically investigated. Validation of the numerical results simulated in Flow-3D model with experimental data, shows the high precision of the numerical model. Also, the results show that scouring depth in large to small arrangement of the spur dikes and 45 degrees orientation has 55% reduction and in small to large arrangement and 135 degrees orientation has 72% reduction in comparison with group of equal length spur dikes perpendicular to the shore.

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  • Cite

    APA: Copy

    ABBASI, SAEED, Pourshahbaz, Hanif, & Taghvai, Pouria. (2018). Numerical investigation of flow pattern, erosion and sedimentation around parallel unequal spur dikes under different geometric and hydraulic condition. JOURNAL OF HYDRAULICS, 13(3 (133) ), 17-29. SID. https://sid.ir/paper/124212/en

    Vancouver: Copy

    ABBASI SAEED, Pourshahbaz Hanif, Taghvai Pouria. Numerical investigation of flow pattern, erosion and sedimentation around parallel unequal spur dikes under different geometric and hydraulic condition. JOURNAL OF HYDRAULICS[Internet]. 2018;13(3 (133) ):17-29. Available from: https://sid.ir/paper/124212/en

    IEEE: Copy

    SAEED ABBASI, Hanif Pourshahbaz, and Pouria Taghvai, “Numerical investigation of flow pattern, erosion and sedimentation around parallel unequal spur dikes under different geometric and hydraulic condition,” JOURNAL OF HYDRAULICS, vol. 13, no. 3 (133) , pp. 17–29, 2018, [Online]. Available: https://sid.ir/paper/124212/en

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