Scour depth around flat and sloped crest bendway weirs: a laboratory study

References

• Abad, J.D., et al., 2008. Flow structure at different stages in a meander-bend with bendway weirs. ASCE Journal of Hydraulic Engineering, 134 (8), 1052–1063. doi: 10.1061/(ASCE)0733-9429(2008)134:8(1052)
   Web of Science ®Google Scholar
• Acharya, K. and Gautam, M., 2012. Evaluation of bendway weir bank stabilization techniques for stream restoration. International Journal of River Basin Management, 10 (2), 171–176. doi: 10.1080/15715124.2012.679737
   Google Scholar
• Brown, S.A., 1985. Design of spur-type stream bank stabilization structures. FHWA, Report No. FHWA/RD-84.101, Final Report, 98 pp.
   Google Scholar
• Darrow, J., 2004. Effects of bendway weir characteristics on resulting flow conditions. M.S Thesis (M.S). Colorado State University.
   Google Scholar
• Derrick, D.L., 1994. Design and development of bendway weirs for the dogtooth bend reach, Mississippi river, hydraulic model investigation, Technical Report HL-94-10, Vicksburg, MS: WES.
   Google Scholar
• Derrick, D.L., 1996. The bendway weir: an instream erosion control and habitat improvement structure for the 1990's. In: Proc. of Conference XXVII International Erosion Control Association, 27 February 1996–1 March 1996, Seattle, WA.
   Google Scholar
• Derrick, D.L., 1999. Bendway weir history, theory and design. Available from: http://chl.wes.army.mil/research/hydstruc/bankprotect/bendweir/work.htp.
   Google Scholar
• FHWA, 2001. Bridge scour and stream instability countermeasures: experience, selection, and design guidance. 3rd ed. FHWA, HEC 23,V2. Available from: http://www.fhwa.dot.gov/engineering/hydraulics/pubs/09112/page01.cfm
   Google Scholar
• Fischenich, J.C. and Allen, H.A., 2000. Stream management, ERDC/EL SR-W-00-1. Vicksburg, MS: U.S. Army Engineer Research and Development Center.
   Google Scholar
• Heintz, M.L. 2002. Investigation of bendway weir spacing. Thesis (M.S.). Colorado State University.
   Google Scholar
• Hemmati, M., et al., 2012. Experimental investigation of the effects of angle and length of bendway weirs on scouring and sedimentation in a meander river. Journal of American Science, 8 (9), 912–917.
   Google Scholar
• Jarrahzade, F. and Shafai-Bejestan, M., 2010. The effect of bendway weirs on sediment patterns at 90 degree sharp bend. World Applied Sciences Journal, 10 (6), 627–631.
   Google Scholar
• Jarrahzade, F. and Shafai-Bejestan, M., 2011. Comparison of maximum scour depth in Bank line and nose of submerged weirs in a sharp bend. Scientific Research and Essays, 6 (5), 1071–1076.
   Google Scholar
• Jia, Y., et al., 2005. Three-dimensional numerical simulation and analysis of flows around a submerged weir in a channel bendway. ASCE Journal of Hydraulic Engineering, 131 (8), 682–693. doi: 10.1061/(ASCE)0733-9429(2005)131:8(682)
   Web of Science ®Google Scholar
• Julien, P.Y. and Duncan, J.R., 2003. Optimal design criteria of bendway weirs from numerical simulation and physical model studies. Technical paper, Colorado State University, Civil Engineering.
   Google Scholar
• Kinzli, K., 2005. Effects of bendway weir characteristics on resulting eddy and channel flow conditions. Thesis (M.S.). Colorado State University. Department of Civil Engineering, Fort Collins, CO.
   Google Scholar
• Kinzli, K. and Thornton C., 2010. Predicting velocity in bendway weir eddy fields, river research and applications. Journal of River Research and Applications, 26 (7), 823–834. doi:10.1002/rra.1289
   Web of Science ®Google Scholar
• Kozerski, H.-P. and Schwartz, R., 2002. Tracerversuche in den Buhnenfeldern der Elbe. Berlin: Leibnitz Institut fur Gewasserokologie und Binnenfisherei.
   Google Scholar
• Kuhnle, R.A., Alonso, C.V., and Shields, F.D., 2002. Local scour associated with angled spur dikes. Journal of Hydraulic Engineering, 128 (12), 1087–1093. doi: 10.1061/(ASCE)0733-9429(2002)128:12(1087)
   Web of Science ®Google Scholar
• Lagasse, P.F., et al., 1997. Bridge scour and stream instability countermeasures: experience, selection, and design guidance. FHWA Hydraulic Engineering Circular No. 23. FHWA HI-97-030 HEC-23, Available from: http://www.fhwa.dot.gov/engineering/hydraulics/library_arc.cfm?pub_number=23&id=143
   Google Scholar
• LaGrone, D.L., 1996. Bendway weirs general guidance memorandum. Omaha, NE: USACE.
   Google Scholar
• Lanzoni, S. and Seminara, G., 2006. On the nature of meander instability. Journal of Geophysical Research, 111 (F4), doi:10.1029/2005jf000416
   PubMed Web of Science ®Google Scholar
• Leopold, L.B., Wolman, M.G., and Miller, J.P., 1964. Fluvial Processes in Geomorphology. San Francisco, CA: W.H. Freeman and Company. (reprinted in 1992 by Dover Publications, Inc., New York, NY).
   Google Scholar
• Levesque, R., 2007. SPSS programming and data management: a guide for SPSS and SAS users. 4th ed. Chicago, IL: SPSS.
   Google Scholar
• Lyn, D.A. and Cunningham, R., 2011. A laboratory study of bendway weirs as a bank erosion countermeasure. Joint Transportation Research Program, Paper 1107 Available from: http://docs.lib.purdue.edu/jtrp/1107
   Google Scholar
• Matos, T., 2004. Influence of bendway weirs on spatial patterns of bed material characteristics in meander bends. Thesis (M.S.), Dept. of Geography, Univ. of Illinois at Urbana-Champaign, Urbana, IL.
   Google Scholar
• Maza Alvarez, J.A., 1989. Design of groynes and spur dikes. In: Proceedings of the 1989 National Conference on Hydraulic Engineering, 14–18 August, New Orleans, Louisiana, 296–301.
   Google Scholar
• McCullah, J. and Gray, D., 2005. Environmentally sensitive channel- and bank-protection measures. Washington, D.C.: Transportation Research Board, NCHRP Report 544.
   Google Scholar
• National Resources Conservation Service, 2007. Stream restoration design handbook. National Engineering Handbook, NEH-654, U.S. Dept. of Agriculture, Washington, D. C.
   Google Scholar
• Ramesh, S., et al., 2010. Longitudinal sediment and scour profile affected by bendway weirs in a 90° sharp bend. In: 9th Iranian hydraulic conference. Iran (in Persian), Tehran: Tarbiat Modares University.
   Google Scholar
• Rhoads, B.L., 2003. Protocols for geomorphic characterization of meander bends in Illinois. Urbana-Champaign, IL: Department of Geography, Univ.
   Google Scholar
• Rutherfurd, I., Jerie, K., and Marsh, N., 1999. A rehabilitation manual for Australian streams, Volume One, Cooperative Research Centre for Catchment Hydrology.
   Google Scholar
• Sclafani, P., 2010. Methodology for predicting maximum velocity and shear stress in a sinous channel with bendway weirs using 1-D HEC-RAS modeling results. Thesis (M.S.). Colorado State University, Department of Civil Engineering, Fort Collins, CO.
   Google Scholar
• Seminara, G., 2006. Meanders. Journal of Fluid Mechanics, 554, 271–297. doi:10.1017/s0022112006008925
   Web of Science ®Google Scholar
• Sukhodolov, A., Uijttewaal, W.J., and Engelhardt, C., 2002. On the correspondence between morphological and hydrodynamical patterns of groyne fields. Earth Surface Processes and Landforms, 27 (3), 289–305. doi: 10.1002/esp.319
   Web of Science ®Google Scholar
• U.S. Army Corps Engineers, 2013. What is bendway weirs? Available from: http://chl.erdc.usace.army.mil/chl.aspx?p=s&a=ARTICLES;109, 2013
   Google Scholar
• Ward, A.D., Trimble, S.W., and Wolman, M.G., 2004. Environmental hydrology. 2nd ed. Boca Raton, FL: Lewis Publishers.
   Google Scholar
• Watson, C.C., 2003. Dikes, dikes, dikes. CE 610 stream restoration-class notes, spring 2003. Fort Collins: Colorado State University.
   Google Scholar
• Wilkerson, C.A., 1972. Stone dikes for river channels. The Military Engineer. March–April.
   Google Scholar
• Winkler, M.F., 2006. Greenville bridge reach, bendway weirs. USACE Engineering Research and Development Center, Report ERDC/CHL TR-06-14, September.
   Google Scholar