CLC number: TV14
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2015-02-10
Cited: 1
Clicked: 4796
Maria Antonietta Boniforti, Roberto Guercio, Roberto Magini. Effects of submerged sheet pile vanes on mobile river beds[J]. Journal of Zhejiang University Science A, 2015, 16(3): 182-193.
@article{title="Effects of submerged sheet pile vanes on mobile river beds",
author="Maria Antonietta Boniforti, Roberto Guercio, Roberto Magini",
journal="Journal of Zhejiang University Science A",
volume="16",
number="3",
pages="182-193",
year="2015",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1400336"
}
%0 Journal Article
%T Effects of submerged sheet pile vanes on mobile river beds
%A Maria Antonietta Boniforti
%A Roberto Guercio
%A Roberto Magini
%J Journal of Zhejiang University SCIENCE A
%V 16
%N 3
%P 182-193
%@ 1673-565X
%D 2015
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1400336
TY - JOUR
T1 - Effects of submerged sheet pile vanes on mobile river beds
A1 - Maria Antonietta Boniforti
A1 - Roberto Guercio
A1 - Roberto Magini
J0 - Journal of Zhejiang University Science A
VL - 16
IS - 3
SP - 182
EP - 193
%@ 1673-565X
Y1 - 2015
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1400336
Abstract: 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 applications in river hydraulics for controlling river bed morphology. An experimental investigation is carried out to compare the efficiency of sheet-piling vanes versus thin plane ones in controlling sediment redistribution in the channel bed. In particular, experimental 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 performance 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 mitigates the erosive strength of that vortex.
[1]Azizi, 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.
[2]Barkdoll, 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 Hydraulic Engineering, 129(3):246.
[3]Behbahan, 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.
[4]Bhuiyan, 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.
[5]Chabert, J., Remillieux, M., Spitz, I., 1961. Application de la circulation transversale a la correction des rivieres et a la protection des prises d’eau. Proceedings of the 9th Convention, International Association for Hydraulic Research, Dubrovnik, Yugoslavia, p.1216-1223 (in French).
[6]Espa, 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 Costruzioni Idrauliche, Genova, Italy, CNR-GNDCI, p.355-362 (in Italian).
[7]FISRWG (Federal Interagency Stream Restoration Working Group), 1998. Stream Corridor Restoration: Principles, Processes and Practices. FISRWG, Washington, DCNTIS: PB98-158348INQ.
[8]Fukuoka, S., Watanabe, A., 1989. New bank protection methods against erosion in the river. Proceedings of the Japan-China Joint Seminar on Natural Hazard Mitigation, Kyoto, Japan, p.439-448.
[9]Gupta, U.P., Ojha, C.S.P., Sharma, N., 2010. Enhancing utility of submerged vanes with collar. Journal of Hydraulic Engineering, 136(9):651-655.
[10]Han, S., Ramamurthy, A., Biron, P., 2011. Characteristics of flow around open channel 90° bends with vanes. Journal of Irrigation and Drainage Engineering, 137(10):668-676.
[11]Hey, R.D., 1996. Environmentally sensitive river engineering. In: Petts, E.G., Calow, P. (Eds.), River Restoration. Blackwell Science, Oxford, UK, p.80-105.
[12]Jansen, P.P., van Bendegom, L., van den Berg, J., et al., 1979. Principles of River Engineering: The Non-tidal Alluvial River. Delftse Uitgevers Maatschappij, Pitman, London, p.509.
[13]Nakato, T., Kennedy, J.F., Bauerly, D., 1990. Pump-station intake-shoaling control with submerged vanes. Journal of Hydraulic Engineering, 116(1):119-128.
[14]Odgaard, A.J., Kennedy, J.F., 1983. River-bend protection by submerged vanes. Journal of Hydraulic Engineering, 109(8):1161-1173.
[15]Odgaard, A.J., Spoljaric, A., 1986. Sediment control by submerged vanes. Journal of Hydraulic Engineering, 112(12):1164-1181.
[16]Odgaard, A.J., Mosconi, C.E., 1987a. Streambank Protection by Iowa Vanes. IIHR Report No. 306, The University of Iowa, Iowa, USA.
[17]Odgaard, A.J., Mosconi, C.E., 1987b. Streambank protection by submerged vanes. Journal of Hydraulic Engineering, 113(4):520-536.
[18]Odgaard, A.J., Spoljaric, A., 1989. Sediment control by submerged vanes. Design basis. In: Ikeda, S., Parkers, G. (Eds.), River Meandering, Water Resources Monograph N.12. American Geophysical Union, p.127-151.
[19]Odgaard, A.J., Wang, Y., 1990. Sediment Control in Bridge Waterways. IIHR Report No. 336, The University of Iowa, Iowa, USA.
[20]Odgaard, A.J., Wang, Y., 1991. Sediment management with submerged vanes I: Theory. Journal of Hydraulic Engineering, 117(3):267-283.
[21]Ouyang, H., 2009. Investigation on the dimensions and shape of a submerged vane for sediment management in alluvial channels. Journal of Hydraulic Engineering, 135(3):209-217.
[22]Potapov, M.V., 1951. Sochineniya v trekh tomakh. Gos. Izd. Sel’skokhozyaistvennoi Lit., Moscow (in Russian).
[23]Potapov, M.V., Pyshkin, B.A., 1947. Metod Poperechnoy Tsirkulyatsii I ego Primenenie v Gidrotekhnike. Moskva, Izdatel’stvo Akademii Nauk SSSR, Moscow (in Russian).
[24]Rosgen, D.L., 1996. Applied River Morphology. Wildland Hydrology Books, Pagosa Springs, Colorado.
[25]Rosgen, D.L., 2001a. A practical method of computing streambank erosion rate. Proceedings of the Seventh Federal Interagency Sedimentation Conference, Reno, Nevada, 2(II):9-15.
[26]Rosgen, D.L., 2001b. A hierarchical river stability/watershed-based sediment assessment methodology. Proceedings of the Seventh Federal Interagency Sedimentation Conference, Reno, Nevada, 2(II):97-106.
[27]Tan, S., Yu, G., Lim, S., et al., 2005. Flow structure and sediment motion around submerged vanes in open channel. Journal of Waterway, Port, Coastal, and Ocean Engineering, 131(3):132-136.
[28]van Zwol, J.A., 2004. Design Aspect of Submerged Vanes. PhD Thesis, Delft University of Technology, Delft, The Netherlands.
[29]Wang, Y., Odgaard, A.J., 1993. Flow control with vorticity. Journal of Hydraulic Research, 31(4):549-562.
Open peer comments: Debate/Discuss/Question/Opinion
<1>