Overview of Research on the Influence of Permeable Structures

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The protective structures on the shore often used in the river regulation and channel rectification works are divided into solid structures and permeable structures. The solid structures will cause an intensive change of the local flow condition, and lead to adverse impact as scouring of local foundation and edges; the permeable structures which can dissipate the flow energy are gradually popularized for use. Common permeable structures include the tetrahedron-like penetrating frame used for engineering and vegetation on the shore, etc. This paper takes the tetrahedron-like penetrating frame and vegetation for example, summarizes research on the behavior of water flow and sediment affected by permeable structures, discusses the similarities and differences as well as different effects of the functions of the solid structures and permeable structures, and finally concludes the features of application of permeable structures.

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2115-2122

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] R.H. Li. Research on the Flow Deceleration through Hollow Tetrahedron Frames [D], Hohai University (2004).

Google Scholar

[2] N. Chien, Z.H. Wan. Mechanics of Sediment Transport (translated by John S. McNown), ASCE Press (1999).

Google Scholar

[3] H.W. Tang, J. Yan, Y. Xiao, S.Q. Lv. Manning's Roughness Coefficient of Vegetated Channels, Vol. 11(2007), pp.1347-1353.

Google Scholar

[4] C.S. James, A.L. Birkhead, A.A. Jordanova, et al. Flow Resistance of Emergent Vegetation. Journal of Hydraulic Research, 42(2004), pp.390-398.

DOI: 10.1080/00221686.2004.9728404

Google Scholar

[5] H.M. Nepf. Drag, Turbulence, and Diffusion in Flow through Emergent Vegetation. Water Resources Research, Vol. 35(1999), pp.479-489.

DOI: 10.1029/1998wr900069

Google Scholar

[6] S. Petryk, G. Bosmajian. Analysis of Flow through Vegetation. Journal of Hydraulic Engineering-Asce, Vol. 101(No. HY7)(1975), pp.871-884.

DOI: 10.1061/jyceaj.0004397

Google Scholar

[7] C.H.K. Williamson. The Natural and Forced Formation of Spot-like Vortex Dislocations" in the Transition of a Wake. Journal of Fluid Mechanics, Vol. 243(1992), pp.393-441.

DOI: 10.1017/s0022112092002763

Google Scholar

[8] M.R. Gourlay. Discussion of Flow Resistance in Vegetated Channels. Irrig and Drain Div-Asce, Vol. 96(1970), pp.351-358.

DOI: 10.1061/jrcea4.0000746

Google Scholar

[9] Y.Y. Wang, Z.X. Zhao. Experiment Research on Hydraulic Characteristics of Submerged Vegetation Channel Linings. Journal of North China Institute of Water Conservancy and Hydroelectric Power, Vol. 2(2007), pp.22-25.

Google Scholar

[10] C. Wang. Experimental Research on Flow of Vegetated Reaches. Hohai University(2003).

Google Scholar

[11] S. Ikeda, M. Kanazawa. Three-dimensional Organized Vortices above Flexible Water Plants. Journal of Hydraulic Engineering-Asce, Vol. 122(1996), pp.634-640.

DOI: 10.1061/(asce)0733-9429(1996)122:11(634)

Google Scholar

[12] O.M. Mohamed. Velocity Distribution inside and above Branched Flexible Roughness. Journal of Irrigation and Drainage Engineering-Asce, Vol. 118(1992), pp.914-927.

DOI: 10.1061/(asce)0733-9437(1992)118:6(914)

Google Scholar

[13] Y.H. Li, M. Zhao. Experimental Studies of Hydrodynamics in Vegetated River Flows-Vertical Profiles of Velocity, Shear velocity and Manning Roughness. Journal of Hydrodynamics, Vol. 19(2004), pp.513-519.

Google Scholar

[14] Z. Shi. A Flume Study on Mean Velocit y Profiles of Flow in a Coastal Saltmarsh Canopy. Ocean Engineering, Vol. 19(2001), pp.51-59.

Google Scholar

[15] Z. Shi. Velocity Profile of Unidirectional Steady Current in a Saltmarsh Canopy. Journal of Sediment Research, Vol. 3(1997), pp.82-88.

Google Scholar

[16] R. Ding. Research on Dynamic Characteristics of Flow with the Effect of Macrophyte. Nanjing Hydraulic Research Institute (2012).

Google Scholar

[17] D.W. Knight. Lateral distributions of streamwise velocity in compound channels with partially vegetated floodplains. Science in China (Series E: Technological Sciences), Vol. 11(2009), pp.3357-3362.

DOI: 10.1007/s11431-009-0342-7

Google Scholar

[18] Turbulence Characteristics of Overbank Flow in Compound River Channel with Vegetated Floodplain. Journal of Hydraulic Engineering, Vol. 10(2005), pp.1263-1268.

Google Scholar

[19] Turbulence Intensity Maximum and its Influence Factors in Submerged River Flow with Plant. Advances in Water Science, Vol. 5(2005), pp.706-710.

Google Scholar

[20] G.B. Xu, Y.Z. Zhang. A New Type of River Bank Protection Technology of Tetrahedron-like Penetrating Frames. Frontier Water Science and Technology in the New Century (2005), pp.394-400.

Google Scholar

[21] L.H. Wu, C.T. Zhou, Z.M. Yan. Effects of Overhead Ratio and Pole's Length-Width Ratio on Deceleration and Accretion Promotion of Tetrahedron-like Penetrating Frames. Hydro-science and Engineering, Vol. 3(2003), pp.74-77.

Google Scholar

[22] G.B. Xu, Y.Z. Zhang. Application of Tetrahedron-Like Concrete Penetrating Frames in River Improvement, Bank Protection and Emergency Work. Journal of Tianjin University, Vol. 12(2005), pp.1465-1469.

Google Scholar

[23] R.H. Li, C.T. Zhou, Z.M. Yan. Optimization Research on Tetrahedron-Like Concrete Penetrating Frames. Express Water Resources and Hydropower Information, Vol. 11(2003), pp.13-15.

Google Scholar

[24] Z.F. Liu, R.J. Li, S.C. Ye. Research and Application of Tetrahedron-Like Concrete Penetrating Frames Technology. China Water Transport, Vol. 1(2010), pp.114-115.

Google Scholar

[25] W.J. Zhang, N.H. Wang, F. Wang, X. Ma. The Engineering Examples and the Design Key of Triangular Taper Penetrating Frames Used in the Bank Protection of Changjiang River. Jiangxi Hydraulic Science and Technology, Vol. 1(2002), pp.11-16.

Google Scholar

[26] X.R. Xu, H.W. Tang, J. Zong. New Technique for Bank Protection on Nanjing Reach of Yangtze River. Advances in Science and Technology of Water Resources, Vol. 4(2004), pp.26-28.

Google Scholar

[27] R.H. Li, S.D. Wang, Z. Zeng. Experimental Study on the Resistance Characteristic of Water Flow through the Permeable Frames of Tetrahedron with Six Sides. China Rural Water and Hydropower, Vol. 10(2005), pp.64-66.

Google Scholar

[28] G.D. Zhou, Z.H. Gu, Z Gao, H.W. Tang. Hydraulic Characteristics of Tetrahedron-like Penetrating Frame Wake. Journal of Yangtze River Scientific Research Institute, Vol. 3(2005), pp.9-12.

Google Scholar

[29] S.M. Yao, J.Y. Lu, H.K. Luo. Experimental Study on New Material, New Technology for Middle and Lower Stream Bank Protection Works. Yangtze River, Vol. 4(2006), pp.79-80.

Google Scholar

[30] X.H. Nan, Y.H. Nie, P.L. Feng. Research on Tests of Four-Surface and Six-Side Pervious Framework Group of Diaoqiao Section on the Weihe River. Yellow River, Vol. 11(2003), pp.11-12+16.

Google Scholar