期刊文献+

Effects of submerged sheet pile vanes on mobile river beds

Effects of submerged sheet pile vanes on mobile river beds
原文传递
导出
摘要 Submerged vanes are low-height flow-training structures emerging from the riverbed with a suitable angle of attack to the incoming flow. These structures redirect the stream flow and modify erosion and depositional rates in the bottom and in the banks of a river as a result of the secondary currents generated by their installation. For this reason they have many applica- tions in river hydraulics for controlling river bed morphology. An experimental investigation is carried out to compare the effi- ciency of sheet-piling vanes versus thin plane ones in controlling sediment redistribution in the channel bed. In particular, exper- imental tests were carried out within a straight water channel, in conditions of bed load motion. The morphology of the river bed both in the area close to the structure and in the far field was examined at different angles of attack of the vane to the incoming flow and at different values of the submergence parameter, which is the ratio between the height of the water above the structure and the water level. The experimental results show that both the shape of the vanes as well as the angle of attack affect their per- formance in terms of the effects on the bed morphology, especially for greater submergence parameters. Specifically, plane and sheet-piling vanes produce comparable remodelings of the channel bed in the downstream region, but when the attack angle is increased, the thin plane vane causes deeper scour holes close to the structure. This last effect is probably due to the increased erosive capacity of the horseshoe vortex associated with the plane vane, while the uneven surface of the sheet-piling vane miti- gates the erosive strength of that vortex. 题目:水下板桩叶片对移动河床的影响研究   目的:比较板桩叶片和简单的平板叶片在控制河床沉积物再分配时的效率。   方法:1.在不受当地侵蚀现象影响的接近障碍物和下游区域的直线水道中研究河床的形态;2.使用不同的实验装置测试简单几何形状的平板叶片和复杂形状的603 K 叶片的性能;3.在不同的叶片迎角和浸没参数下,测试与其面积接近的结构和在远场中的河床形态。   结论:1.叶片的形状和迎角影响其对河床形态所产生的作用,尤其是对于较大的淹没参数而言;2.平板叶片和板桩叶片对下游河床的重塑作用相似;3.随着迎角的增加,平板叶片将造成更深的冲刷孔。这可能归因于与平板叶片相关的马蹄形涡流增加的侵蚀能力,而板桩叶片的不均匀表面可减轻该涡旋的侵蚀强度。
机构地区 Department of Civil
出处 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2015年第3期182-193,共12页 浙江大学学报(英文版)A辑(应用物理与工程)
关键词 Vanes SEDIMENT SCOUR River hydraulics Experimental hydraulics 叶片 沉积物 冲刷 河流水力学 实验水力学
  • 相关文献

参考文献29

  • 1Azizi, R., Bejestan, M.S., Ghomeshi, M., 2012. Scour depth at the edge of different submerged vanes shapes. Journal of Applied Sciences, 12(4):362-368. [doi:10.3923/jas. 2012.362.368].
  • 2Barkdoll, B.D., 2003. Discussion of "use of vanes for control of scour at vertical wall abutments" by P. A. Johnson, R. D. Hey, M. Tessier, and D. L. Rosgen. Journal of Hy- draulic Engineering, 129(3):246. [doi: 10.1061/(ASCE) 0733-9429(2003)129:3(246)].
  • 3Behbahan, T.S., 2011. Laboratory investigation of submerged vane shapes effect on river banks protection. Australian Journal of Basic and Applied Sciences, 5(12): 1402-1407.
  • 4Bhuiyan, F., Hey, R., Wormleaton, P., 2010. Bank-attached vanes for bank erosion control and restoration of river meanders. Journal of Hydraulic Engineering, 136(9): 583-596. [doi: 10.1061/(ASCE)HY. 1943-7900.0000217].
  • 5Chabert, J., Remillieux, M., Spitz, i., 1961. Application de ia circulation transversale a la correction des rivieres eta la protection des prises d'eau. Proceedings of the 9th Con- vention, International Association for Hydraulic Re- search, Dubrovnik, Yugoslavia, p. 1216-1223 (in French).
  • 6Espa, P., Magini, P., 2000. Erosione localizzata al piede di ostacoli in alveo: studio sperimentale su un dispositivo di controllo. ATTI XXVII Convegno di Idraulica e Cos- truzioni Idrauliche, Genova, Italy, CNR-GNDCI, p.355- 362 (in Italian).
  • 7FISRWG (Federal Interagency Stream Restoration Working Group), 1998. Stream Corridor Restoration: Principles, Processes and Practices. FISRWG, Washington, DCN- TIS: PB98-1583481NQ.
  • 8Fukuoka, S., Watanabe, A., 1989. New bank protection methods against erosion in the river. Proceedings of the Japan-China Joint Seminar on NaRtral Hazard Mitigation, Kyoto, Japan, p.439-448.
  • 9Gupta, U.P., Ojha, C.S.P., Sharma, N., 2010. Enhancing utili- ty of submerged vanes with collar. Journal of Hydraulic Engineering, 136(9):651-655. [doi: 10.1061/(ASCE)HY. 1943 -7900.0000212].
  • 10Han, S., Ramamurthy, A., Biron, P., 2011. Characteristics of flow around open channel 90 bends with vanes. Journal of lrrigation and Drainage Engineering, 137(10):668- 676. [doi: 10.1061/(ASCE)IR. 1943-4774.0000337].

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部