Skip to main content
Log in

Variation of hydraulic parameters with different wing of a T-shape spur dike in bend channels

水力参数对弯曲渠道T 型丁坝翼的影响

  • Published:
Journal of Central South University Aims and scope Submit manuscript

Abstract

In the present research, by using a numerical model, some analyses were performed on flows around a T-shape spur dike and a support structure located at its upstream under different wing to length ratios of T-shape spur dike in the order of 0.25, 0.50, 0.75 and 1.00. In order to verify numerical model, physical model data were used in presence of a single T shape spur dike. Results from numerical model are desirably in agreement with those of physical one because the regression between both data is 0.86 up to 0.92. In this research, all hydraulic parameters of flows, streamlines and dimensions of flow separation zones were studied in order to select the most practical model. Increased W/L results in 7%–12% increase in the length of flow separation zone and in 2% increase in the width of this zone compared to W/L=0.25.

摘要

本文通过数值模拟,研究了T 型丁坝附近的水流情况,并对翼长分别为0.25,0.50,0.75 和1.00 的T 型丁坝上游的支护结构进行分析。为对数值模拟结果进行验证,对单个T 型丁坝进行物理实验。 结果表明数值模拟结果与物理实验结果吻合,其回归系数为0.86–0.92。本文研究了水流的水力参数, 流线及水流分离区大小等对支护结构的影响,以选择最贴合实际的模型。增加W/L 可使水流分离区的 长度增加7%–12%,与W/L=0.25 时相比,水流分离区的宽度增加2%。

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Ghodsian M, Mousavi S K. Scour around a spur dike at a 90° bend [C]// 15th Conference on Scour and Erosion. Singapore, 2004: 14–17.

    Google Scholar 

  2. Fazli M, Ghodsian M, Neyshabouri S S A A. Scour and flow field around a spur dike in a 90° bend [J]. International Journal of Sediment Research, 2008, 23(1): 56–68.

    Article  Google Scholar 

  3. Dey S, Barbhuiya A K. Velocity and turbulence in a scour hole at a vertical-wall abutment [J]. Flow Measurement and Instrumentation, 2006, 17(1): 13–21.

    Article  Google Scholar 

  4. Ghodsian M, Vaghefi M. Experimental study on scour and flow field in a scour hole around a T-shape spur dike in a 90° bend [J]. International Journal of Sediment Research, 2009, 24: 145–158.

    Article  Google Scholar 

  5. Vaghefi M, Ghodsian M, Neyshabouri S S A A. Experimental study on scour around a T-shaped spur dike in a channel bend [J]. Journal of Hydraulic Engineering, 2012, 138 (5): 471–474.

    Article  Google Scholar 

  6. Jia Y, Wang S S Y. CCHE2D: Two-dimensional hydrodynamic and sediment transport model for flows over loose bed [R]. Technical Report, NCCHE-TR-2001-1. Unsteady Open Channel National Center for Computational Hydroscience and Engineering, University of Mississippi, Mississippi, 2001.

    Google Scholar 

  7. Giri S, Shimizu Y, Surajata B. Laboratory measurement and numerical simulation of flow and turbulence in a meandering-like flume with spurs [J]. Flow Measurement and Instrumentation, 2004, 15: 301–309.

    Article  Google Scholar 

  8. Abed J, Rhoads B, Guneralp I, Garcia M. Flow structure at different stages in a meander bend with bendway weirs [J]. Journal of Hydraulic Engineering, 2008, 134 (8): 1052–1063.

    Article  Google Scholar 

  9. Zhu Zhi-Wen, Liu Zhen-Qing. CFD prediction of local scour hole around bridge piers [J]. Journal of Central South University, 2012, 19: 273–281.

    Article  Google Scholar 

  10. Zand F, Maleki H, Selahshour J, Abbas C S. Three-dimensional simulation of flow and vortex patterns around the L-shaped impermeable groins at five different angles of the first half of the semicircular arc [J]. Technology Journal of Engineering Applied Science, 2013, 3(9): 1–13.

    Google Scholar 

  11. Vaghefi M, Ahmadi A, Faraji B, Javan M, Eghbalzadeh A. The Effect of length of a T-shape spur dike on flow patterns in 90° bend channel with support structure [J]. International Journal of Science and Technology, 2014, 3(7): 938–942.

    Google Scholar 

  12. Vaghefi M, Ahmadi A, Faraji B, Javan M, Eghbalzadeh A. Numerical study of flow patterns around T shape spur dike and support structure [J]. Journal of River Engineering, 2014, 2(5): 1–7.

    Google Scholar 

  13. Vaghefi M, Ahmadi A, Faraji B. The effect of support structure on flow patterns around T-Shape spur dike in 90° bend channel [J]. Arabian Journal for Science and Engineering, 2015: 40(5): 1299–1307.

    Article  Google Scholar 

  14. SHUKRY. Flow around bends in an open flume [J]. Transactions of the American Society of Civil Engineers, 1950, 115(1): 751–779.

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Mohammad Vaghefi.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Vaghefi, M., Ahmadi, A. & Faraji, B. Variation of hydraulic parameters with different wing of a T-shape spur dike in bend channels. J. Cent. South Univ. 25, 671–680 (2018). https://doi.org/10.1007/s11771-018-3770-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11771-018-3770-3

Keywords

关键词

Navigation