Numerical Calculation of Flow Field and Optimal OperationDuring the Drop of Grab Bucket

LONG Rui, Tomoaki Nakamura, Yonghwan Cho, Norimi Mizutani, Tsuyoshi Kanazawa

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (12) : 7-11.

PDF(4396 KB)
PDF(4396 KB)
Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (12) : 7-11. DOI: 10.11988/ckyyb.20170785
RIVER-LAKE SEDIMENTATION AND REGULATION

Numerical Calculation of Flow Field and Optimal OperationDuring the Drop of Grab Bucket

  • LONG Rui1, Tomoaki Nakamura2, Yonghwan Cho2, Norimi Mizutani2, Tsuyoshi Kanazawa3
Author information +
History +

Abstract

It is essential to effectively reduce the generation of turbidity and pollution in dredging works. In this paper, the flow field during the drop of a sealed grab bucket was simulated with a three-dimensional coupled fluid-structure-sediment-seabed interaction model (FS3M), and the impact of different drop modes on turbidity was discussed in order to propose the optimal drop operation for reducing the turbidity effectively. Numerical results showed that a decrease in the drop speed of the bucket could effectively reduce flow velocity at the bottom, suggesting a reduction in the generation of turbidity from the bottom. In particular, reducing the drop speed of grab bucket to one-third at 3 meters from the bottom is found to be the most effective.

Key words

dredging / grab bucket / drop operation / flow field disturbance / numerical analysis / water turbidity

Cite this article

Download Citations
LONG Rui, Tomoaki Nakamura, Yonghwan Cho, Norimi Mizutani, Tsuyoshi Kanazawa. Numerical Calculation of Flow Field and Optimal OperationDuring the Drop of Grab Bucket[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(12): 7-11 https://doi.org/10.11988/ckyyb.20170785

References

[1] RADERMACHER M,DE WIT L,WINTERWERP J C,et al.Efficiency of Hanging Silt Curtains in Crossflow[J]. Journal of Waterway Port Coastal and Ocean Engineering,2016,142(1),doi:10.1061/(ASCE)WW.1943-5460.0000315.[2] 雷晓玲,彭小兰,黄媛媛,等.抓斗式疏浚设备对底泥污染物释放规律的研究[J]. 环境工程,2015,33(4):97-99.[3] MATSUDA N, GOMYO M, MATSUBARA Y, et al. Research of Flow Generated by Grab Dredging[J]. Proceedings of Civil Engineering in the Ocean, 2005, 21: 331-336.[4] FURUMAKI D, KANAYAMA S. A Numerical Analysis of Generated Flow in Grab Dredging [J]. Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering), 2012, 68(2): 390-395.[5] NAKAMURA T, FUKUDA S, SUZUKI M, et al. Numerical Analysis of Flow Field During the Drop of a Sealed Bucket and Its Optimal Drop Operation[J]. Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering), 2015, 71(2): 1203-1208.[6] NAKAMURA T, YIM S C, MIZUTANI N. Three-dimensional Fluid-structure-sediment Interaction Modeling with Application to Local Scouring around a Movable Cylinder[J]. Journal of Offshore Mechanics and Arctic Engineering, 2013, 135(3): 031105-1-031105-9.[7] KANAZAWA T, TSUJIKITA S, NAKAMURA T. Impact on the Flow Field and the Turbidity by Lowering, Hoisting Operation of the Grab Bucket[J]. Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering), 2016, 72(2): 580-585.
PDF(4396 KB)

Accesses

Citation

Detail

Sections
Recommended

/