Bank-attached vanes for bank erosion control and restoration of river meanders

Journal of Hydraulic Engineering

Volumn 136, Issue 9, 2010, Pages 583-596

  Bhuiyan, Faruk ^a   Hey, Richard D ^b   Wormleaton, Peter R ^c  

^a BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY   (Bangladesh)

^b UNIVERSITY OF BIRMINGHAM   (United Kingdom)

^c QUEEN MARY UNIVERSITY OF LONDON   (United Kingdom)

Author keywords

Hydraulic structures; Restoration; River bank erosion; River bank stabilization; Scour; Threedimensional flow; Turbulence; Vanes

Indexed keywords

BANK EROSION; BANKFULL; BED TOPOGRAPHY; BENDWAY WEIRS; LABORATORY STUDIES; LOW LEVEL; MEANDERING CHANNEL; MULTIPLE STRUCTURES; POSITIVE EFFECTS; RIVER BANK EROSION; RIVER BANK STABILIZATION; SCOUR HOLES; SPIRAL FLOW; THREE-DIMENSIONAL FLOW PATTERNS; THREEDIMENSIONAL FLOW; TURBULENCE CHARACTERISTICS; VANES; BANK STABILIZATION; CHANNEL BEND; EROSION CONTROL; LARGE-SCALES; MOBILE BED; RIVER MEANDERS; THREE-DIMENSIONAL FLOW; VANE;

ANOXIC SEDIMENTS; BANKS (BODIES OF WATER); EROSION; HYDRAULIC STRUCTURES; IMAGE RECONSTRUCTION; RESTORATION; RIVER CONTROL; SCOUR; TURBULENCE; FLOW PATTERNS; RIVERS; STREAM FLOW; TOPOGRAPHY;

BANK PROTECTION; TURBULENCE;

BANK EROSION; EROSION CONTROL; HYDRAULIC STRUCTURE; LABORATORY METHOD; MEANDER; RIVER BANK; RIVER CHANNEL; THALWEG; THREE-DIMENSIONAL FLOW;

EID: 79951601004     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000217     Document Type: Article

References (79)

1. Ahmad M. Experiments on design and behavior of spur dikes. IAHR and ASCE Hydraulic Conf. 1953, 145-159. Univ. of Minnesota, Minneapolis.
2. Anwar H.O. Turbulence structure in a river bend. J. Hydraul. Eng. 1986, 112(8):657-669. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1986)112:8(657).
3. Sediment and aquatic habitat in river systems. J. Hydraul. Eng. 1992, 118(5):669-687. ASCE Task Committee on Sediment Transport and Aquatic Habitats, Sedimentation Committee, JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1992)118:5(669), .
4. Barkdoll B.D. 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. J. Hydraul. Eng. 2003, 129(3):246. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2003)129:3(246).
5. Bathurst J.C. Thorne C.R. Hey R.D. Secondary flow and shear stress at river bends. J. Hydr. Div. 1979, 105(HY10):1277-1295. JYCEAJ, 0044-796X, and.
6. Bhuiyan F. Hey R. Computation of three-dimensional flow field created by weir-type structures. Eng. App. Comp. Fluid Mech. 2007, 1(4):350-360. and.
7. Bhuiyan F. Hey R.D. Wormleaton P.R. River restoration using W-weir. J. Hydraul. Eng. 2007, 133(6):596-609. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2007)133:6(596), and.
8. Bhuiyan F. Hey R.D. Wormleaton P.R. Effects of vanes and weirs on sediment transport in meandering channels. J. Hydraul. Eng. 2009, 135(5):339-349. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2009)135:5(339), and.
9. Bhuiyan F. Olsen N.R. B. Three-dimensional numerical modeling of flow and scour around spur-dikes. Proc., 5th Int. Conf. on Hydroinformatics 2002, 70-75. and IWA Publishing, London.
10. Blanckaert K. de Vriend H.J. Secondary flow in sharp open-channel bend. J. Fluid Mech. 2004, 498:353-380. JFLSA7, 0022-1120, 10.1017/S0022112003006979, and.
11. Blanckaert K. Graf W.H. Mean flow and turbulence in open-channel bend. J. Hydraul. Eng. 2001, 127(10):835-847. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2001)127:10(835), and.
12. Boeters R.E. A. M. Verheij H.J. Wal M.D. Environmentt-friendly bank protection. Proc., Int. Symp. on Environmental Hydraulics 1991, 1-6. J. H. W. Lee, Y. K. Cheung, and and eds., Balkema, Rotterdam.
13. Booij R. Eddy viscosity in channel bends. Turbulence measurements and flow modeling 1987, 812-822. C. J. Chen, L. D. Chen, F. M. Holly, and eds., Hemisphere Publishing Corporation, Washington.
14. Bridge J.S. Flow, bed topography, grain-size and sedimentary structure in open channel bends-3-dimensional model. Earth Surf. Processes Landforms 1977, 2(4):401-416. ESPLDB, 0197-9337.
15. Buffin-Bélanger T. Rice S. Reid I. Lancaster J. Spatial heterogeneity of near-bed hydraulics above a patch of river gravel. Water Resour. Res. 2006, 42:1-12. WRERAQ, 0043-1397, 10.1029/2005WR004070, and (W04413).
16. Buffin-Bélanger T. Roy A.G. Selecting the optimal record length for the measurement of turbulence in fluvial boundary layers. Geomorphology 2005, 68(1-2):77-94. GEMPEZ, 0169-555X, 10.1016/j.geomorph.2004.09.032, and.
17. Carollo F.G. Ferro V. Termini D. Analyzing turbulence intensity in gravel bed channels. J. Hydraul. Eng. 2005, 131(12):1050-1061. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2005)131:12(1050), and.
18. Chang H.H. Fluivial processes in engineering 1992, Krieger Publisher Co., Malabar, Fla.
19. Copeland R.R. Bank protection techniques using spur dikes. 1983, Miscellaneous PaperHL-83-1, U.S. Army Waterways Experiment Station, Vicksburg.
20. Darby S.E. Delbono I. A model of equilibrium bed topography for meander bends with erodible banks. Earth Surf. Processes Landforms 2002, 27(10):1057-1085. ESPLDB, 0197-9337, 10.1002/esp.393, and.
21. Davinroy R.D. Rapp R.J. Myhre R.E. Hydroacoustic study of fishes in bendway weir fields of the Middle Mississippi River. Proc., Wetlands Engineering and River Restoration Conf. 1998, 890-895. and ASCE, Reston, Va.
22. Derrick D.L. The bendway weir: An in-stream erosion control and habitat improvement structures for the 1990's. Proc., XXVII Int. Conf. on Erosion Control Technology-Bringing Home 1996, 227-241. Erosion Control Association, Steamboat Springs, Colo.
23. Dietrich W.E. Smith J.D. Dunne T. Flow and sediment transport in a sand bedded meander. J. Geol. 1979, 87(3):305-315. JGEOAZ, 0022-1376, 10.1086/628419, and.
24. Stream corridor restoration: Principles, processes, and practices 1998, Federal Interagency Stream Restoration Working Group (FISRWG), National Technical Information Services, U.S. Dept. of Commerce, Springfield, Va.
25. Ferdousi S. Experimental investigation of local scour and morphology around bottom vane. 2004, MS thesis, Bangladesh Univ. of Engineering and Technology, Dhaka.
26. García C.M. Cantero M.I. Niňo Y. Garcia M.H. Turbulence measurements with acoustic Doppler velocimeters. J. Hydraul. Eng. 2005, 131(12):1062-1073. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2005)131:12(1062), and.
27. Gordon L. Cox J. Acoustic Doppler velocimeter performance in a laboratory flume. 2000, and NortekUSA Technical Rep., NortekUSA, San Diego.
28. Goring D.G. Nikora V.I. Despiking acoustic Doppler velocimeter data. J. Hydraul. Eng. 2002, 128(1):117-126. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2002)128:1(117), and.
29. Hey R.D. Geometry of river meanders. Nature (London) 1976, 262:482-484. NATUAS, 0028-0836, 10.1038/262482a0.
30. Hey R.D. River mechanics and habitat creation. Fisheries in the year 2000 1992, 271-285. K. T. O'Gardy, A. J. B. Butterworth, R. P. Spillett, J. C. J. Domaniewski, and eds., Institute of Fisheries Management, Nottingham.
31. Hey R.D. Environmentally sensitive river engineering. River restoration 1996, 80-105. G. Petts, P. Calow, and eds., Blackwell Science, Oxford.
32. Islam M.Z. Investigation of effect of scour hole on flow field around bottom vane using experimental and mathematical modelling techniques. 2005, MS thesis, Bangladesh Univ. of Engineering and Technology, Dhaka.
33. Jia Y. Scott S. Xu Y. Huang S. Wang S.S. Y. Three-dimensional numerical simulation and analysis of flows around a submerged weir in a channel bendway. J. Hydraul. Eng. 2005, 131(8):682-693. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2005)131:8(682), and.
34. Johnson P.A. Hey R.D. Rosgen D.L. Use of vanes for control of scour at vertical wall abutments. J. Hydraul. Eng. 2001, 127(9):772-778. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2001)127:9(772), and.
35. Julien P.Y. River mechanics 2002, Cambridge University Press, Cambridge, U.K.
36. Katopodis C. Ecohydraulics: Challenges and opportunities with fish and fish habitat. Proc., 2nd IAHR Symp. on Habitat Hydraulics 1996, B555-B578. INRS-Eau with FQSA, IAHR, Quebec.
37. Leopold L.B. Langbein W.B. River meanders. Sci. Am. 1966, 214(6):60-70. SCAMAC, 0036-8733, 10.1038/scientificamerican0666-60, and.
38. Liriano S. Day A.R. White W.R. Scour at culvert outlets as influenced by the turbulent flow structure. J. Hydraul. Res. 2002, 38(2):367-375. JHYRAF, 0022-1686, and.
39. López F. Garcia M.H. Wall similarity in turbulent open-channel flow. J. Eng. Mech. 1999, 125(7):789-796. JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(1999)125:7(789), and.
40. Loveless J.H. Sellin R.H. J. Bryant T.B. Wormleaton P.R. Catmur S. Hey R.D. The effect of overbank flow in a meandering river on its conveyance and the transport of graded sediments. Water and Environment Journal 2000, 14(6):447-455. 10.1111/j.1747-6593.2000.tb00293.x, and.
41. Milhous R.T. Modelling of instream flow needs: The link between sediment and aquatic habitat. Regul. Rivers: Res. Manage. 1998, 14(1):79-94. RRRMEP, 0886-9375, 10.1002/(SICI)1099-1646(199801/02)14:1<79::AID-RRR478>3.0.CO;2-9.
42. Nezu I. Open-channel flow turbulence and its research prospect in the 21st century. J. Hydraul. Eng. 2005, 131(4):229-246. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2005)131:4(229).
43. Nezu I. Nakagawa H. Turbulence in open-channel flows: IAHR monograph 1993, and AA Balkema, Rotterdam.
44. Nezu I. Tominaga A. Nakagawa H. Field measurements of secondary currents in straight rivers. J. Hydraul. Eng. 1993, 119(5):598-614. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1993)119:5(598), and.
45. Odgaard A.J. Moskoni C.E. Streambank protection by submerged vanes. J. Hydraul. Eng. 1987, 113(4):520-536. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1987)113:4(520), and.
46. Odgaard A.J. Spoljaric A. Sediment control by submerged vanes. J. Hydraul. Eng. 1986, 112(12):1164. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1986)112:12(1164), and.
47. Odgaard A.J. Wang Y. Sediment management with submerged vanes. I: Theory. J. Hydraul. Eng. 1991, 117(3):267-283. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1991)117:3(267), and.
48. Patra K.C. Kar S.K. Bhattacharya A.K. Flow and velocity distribution in meandering compound channels. J. Hydraul. Eng. 2004, 130(5):398-411. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2004)130:5(398), and.
49. Piégay H. Darby S.E. Mosselman E. Surian N. A review of techniques available for delimiting the erodible river corridor: A sustainable approach to managing bank erosion. River. Res. Appl. 2005, 21(7):773-789. RRAIAQ, 1535-1459, 10.1002/rra.881, and.
50. Przedwojski B. Bed topography and local scour in rivers with banks protected by groynes. J. Hydraul. Res. 1995, 33(2):257-273. JHYRAF, 0022-1686.
51. Rajaratnam N. Nwachukwu B.A. Erosion near groin-like structures. J. Hydraul. Res. 1983, 21(44):277-287. JHYRAF, 0022-1686, and.
52. Robson B.J. Chester E.T. Davis J.A. Manipulating the intensity of near-bed turbulence in rivers: Effects on benthic invertebrates. Freshwater Biol. 1999, 42(4):645-653. FWBLAB, 0046-5070, 10.1046/j.1365-2427.1999.00506.x, and.
53. Roca M. Martin-vide J.P. Blanckaert K. Reduction of bend scour by an outer bank footing: Footing design and bed topography. J. Hydraul. Eng. 2007, 133(2):139-147. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2007)133:2(139), and.
54. Rosgen D.L. Natural channel and river restoration short course notes 1996, Wildland Hydrology, Pagosa Springs, Colo.
55. Rosgen D.L. Applied fluvial morphology 2001a, 2nd Ed., Wildland Hydrology, Pagosa Springs, Colo.
56. Rosgen D.L. The cross vane, w-weir and j-hook structures: Their description, design and application for stream stabilization and river restoration. Proc., Wetland Engineering and River Restoration Conf. (CD ROM) 2001b, ASCE, Reno, Nev.
57. Shields F.D. Environmental guidelines for dike fields. Rivers '83 1983a, 430-442. ASCE, New York.
58. Shields F.D. Design of habitat structures for open channels. J. Water Resour. Plann. Manage. 1983b, 109(4):331-344. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1983)109:4(331).
59. Shields F.D. Knight S.S. Cooper C.M. Incised stream physical habitat restoration with stone weirs. Regul. Rivers: Res. Manage. 1995, 10(2-4):181-198. RRRMEP, 0886-9375, 10.1002/rrr.3450100213, and.
60. Shields F.D. J. Morin N. Cooper C.M. Large woody debris structures for sand-bed channels. J. Hydraul. Eng. 2004, 130(3):208-217. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2004)130:3(208), and.
61. da Silva A.M. F. El-Tahawy T. Tape W.D. Variation of flow pattern with sinuosity in sine-generated meandering streams. J. Hydraul. Eng. 2006, 132(10):1003-1014. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2006)132:10(1003), and.
62. Sinha S.K. Marelius F. Analysis of flow past submerged vanes. J. Hydraul. Res. 2000, 38(1):65-71. JHYRAF, 0022-1686, and.
63. Song T. Chiew Y.M. Turbulence measurement in non-uniform open-channel flow using acoustic Doppler velocimeter. J. Eng. Mech. 2001, 127(3):219-232. JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(2001)127:3(219), and.
64. Sukhodolov A.N. Rhoads B.L. Field investigation of three-dimensional flow structure at stream confluences: 2. Turbulence. Water Resour. Res. 2001, 37(9):2411-2424. WRERAQ, 0043-1397, 10.1029/2001WR000317, and.
65. Sukhodolov A.N. Thiele M. Bungartz H. Turbulence structure in a river reach with sand bed. Water Resour. Res. 1998, 34(5):1317-1334. WRERAQ, 0043-1397, 10.1029/98WR00269, and.
66. Swales S. The use of instream habitat improvement methodology in mitigating the adverse effects of river regulation on fisheries. Alternatives in regulated river management 1989, 185-208. J. A. Gore, G. E. Petts, and eds., CRC Press, Boca Raton, Fla.
67. Thompson D.M. Long-term effect of instream habitat-improvement structures on channel morphology along the Blackledge and Salmon Rivers, Connecticut, USA. Environ. Manage. (N.Y.) 2002, 29(2):250-265. EMNGDC, 0364-152X, 10.1007/s00267-001-0069-0.
68. Engineering and design-Hydraulic design of flood control channels. 1994, US Army Corps of Engineers (USACE), EM1110-2-1601, Dept. of the Army, Washington, D.C.
69. Voisin A. Townsend R.D. Model testing of submerged vanes in strongly curved narrow channel bends. Can. J. Civ. Eng. 2002, 29(1):37-49. CJCEB8, 0315-1468, 10.1139/l01-078, and.
70. Voulgaris G. Trowbridge J. Evaluation of the acoustic Doppler velocimeter (ADV) for turbulence measurements. J. Atmos. Ocean. Technol. 1998, 15(1):272-288. JAOTES, 0739-0572, 10.1175/1520-0426(1998)015<0272:EOTADV>2.0.CO;2, and.
71. Wahl T.L. Analyzing ADV data using WinADV. Proc., Joint Conf. on Water Resources Engineering and Water Resources Planning and Management 2000, 1-10. EWRI, ASCE, Minneapolis.
72. Wahl T.L. Discussion of 'despiking acoustic Doppler velocimeter data' by Derek G. Goring and Vladimir I. Nikora. J. Hydraul. Eng. 2003, 129(6):484-486. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2003)129:6(484).
73. Wesche T.A. Stream channel modifications and reclamation structures to enhance fish habitat. The restoration of rivers and streams 1985, J. A. Gore, ed., Butterworths, London.
74. Whiting P.J. Dietrich W.E. Experimental studies of bed topography and flow patterns in large-amplitude meanders. I: Observations. Water Resour. Res. 1993, 29(11):3605-3614. WRERAQ, 0043-1397, 10.1029/93WR01755, and.
75. Wilson C.A. M. E. Boxall J.B. Guymer I. Olsen N.R. B. Validation of a three-dimensional numerical code in the simulation of pseudo-natural meandering flows. J. Hydraul. Eng. 2003, 129(10):758-768. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2003)129:10(758), and.
76. Wormleaton P.R. Hey R.D. Sellin R.H. J. Bryant T. Loveless J. Catmur S.E. Behavior of meandering overbank channels with graded sand beds. J. Hydraul. Eng. 2005, 131(8):665-681. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2005)131:8(665), and.
77. Wormleaton P.R. Sellin R.H. J. Bryant T. Loveless J. Hey R.D. Catmur S.E. Flow structures in a two-stage channel with a mobile bed. J. Hydraul. Res. 2004, 42(2):145-162. JHYRAF, 0022-1686, and.
78. Wu W. Rodi W. Wenka T. 3d numerical modeling of flow and sediment transport in open channels. J. Hydraul. Eng. 2000, 126(1):4-15. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2000)126:1(4), and.
79. Yalin M.S. River mechanics 1992, Pergamon, Oxford, U.K.