296
Views
9
CrossRef citations to date
0
Altmetric
Research papers

Flow and scour pattern around submerged and non-submerged T-shaped spur dikes in a 90° bend using the SSIIM model

&
Pages 219-232 | Received 03 Oct 2015, Accepted 18 Feb 2016, Published online: 21 Apr 2016

References

  • Aya, S., Fujita, I., and Miyawaki, N., 1997. 2-D Models for flows in river with submerged groins. Proceedings of 27th IAHR Congress, San Francisco, USA.
  • Azinfar, H. and Kells, J.A., 2008. Backwater prediction due to the blockage caused by a single, submerged spur dike in an open channel. Journal of Hydraulic Engineering, 134 (8), 1153–1157. doi: 10.1061/(ASCE)0733-9429(2008)134:8(1153)
  • Basser, H., et al., 2015. Hybrid ANFIS–PSO approach for predicting optimum parameters of a protective spur dike. Applied Soft Computing, 30, 642–649. doi: 10.1016/j.asoc.2015.02.011
  • Elawady, E., Michiue, M., and Hinokidani, O., 2001. Movable bed scour around submerged spur-dikes. Annual Journal of Hydraulic Engineering, 45, 373–378. doi: 10.2208/prohe.45.373
  • Ghodsian, M. and Vaghefi, M., 2009. Experimental study on scour and flow field in a scour hole around a T-shape spur dike in a 90 bend. International Journal of Sediment Research, 24 (2), 145–158. doi: 10.1016/S1001-6279(09)60022-6
  • Hemmati, M., et al., 2016. Scour depth around flat and sloped crest bendway weirs: a laboratory study. International Journal of River Basin Management, 14 (1), 1–11. doi: 10.1080/15715124.2015.1085870
  • Ibrahim, M.M., 2014. Local bed morphological changes due to oriented groins in straight channels. Ain Shams Engineering Journal, 5 (2), 333–341. doi: 10.1016/j.asej.2013.12.006
  • Kadota, A., Suzuki, K., and Kojima, E., 2010. Flow visualization of mean and coherent flow structures around T-type and L-type groynes. Proceedings of River Flow, Braunschweig, Germany: Bundesanstalt für Wasserbau.
  • Kuhnle, R.A., Alonso, C.V., and Shields Jr, 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)
  • Kuhnle, R.A., Jia, Y., and Alonso, C.V., 2008. Measured and simulated flow near a submerged spur dike. Journal of Hydraulic Engineering, 134 (7), 916–924. doi: 10.1061/(ASCE)0733-9429(2008)134:7(916)
  • Kurzke, M., Weitbrecht, V., and Jirka, G.H., 2002. Laboratory concentration measurements for determination of mass exchange between groin fields and main stream. Proceedings of River Flow, Lisse, Balkema, Netherlands.
  • McCoy, A.W., 2006. Numerical investigations using LES: exploring flow physics and mass exchange processes near groynes, Doctoral dissertation, The University of Iowa, USA.
  • Olsen, N.R.B., 1999. Computational fluid dynamics in hydraulic and sedimentation engineering. Class notes, 2nd Revision. Norwegian University of Science and Technology. Available from: http://folk.ntnu.no/nilsol/cfd/class2.pdf
  • Olsen, N.R.B., 2000. CFD Algorithms for hydraulic Engineering. Norwegian University of Science and Technology. Available from: http://folk.ntnu.no/nilsol/cfd/cfdalgo.pdf.
  • Peng, J., Kawahara, Y., and Tamai, N., 1997. Numerical analysis of three-dimensional turbulent flows around submerged groins. In Stream Stability and Scour at Highway Bridges@ sCompendium of Stream Stability and Scour Papers Presented at Conferences Sponsored by the Water Resources Engineering (Hydraulics) Division of the American Society of Civil Engineers, USA.
  • Rajaratnam, N. and Nwachukwu, B.A., 1983. Flow near groin-like structures. Journal of Hydraulic Engineering, 109 (3), 463–480. doi: 10.1061/(ASCE)0733-9429(1983)109:3(463)
  • van Rijn, L.C., 1987. Mathematical modeling of morphological processes in the case of suspended sediment transport. A thesis for the degree of Doctor of Philosophy. Deptartment of Fluids Mechanics, Delft University of Technology, The Netherlands.
  • Schlichting, H., 1979. Boundary layer theory. 7th ed. New York: McGraw-Hill.
  • Shukry, A., 1950. Flow around bends in an open flume. Transactions of the American Society of Civil Engineers, 115 (1), 751–779.
  • Sukhodolov, A., et al., 2004. Case study: turbulent flow and sediment distributions in a groyne field. Journal of Hydraulic Engineering, 130 (1), 1–9. doi: 10.1061/(ASCE)0733-9429(2004)130:1(1)
  • Tingsanchali, T. and Maheswaran, S., 1990. 2-D depth-averaged flow computation near groyne. Journal of Hydraulic Engineering, 116 (1), 71–86. doi: 10.1061/(ASCE)0733-9429(1990)116:1(71)
  • Uijttewaal, W.S.J., Berg, M.H., and Van Der Wal, M., 2002. Experiments on physical scale models for submerged and non-submerged groynes of various types. Proceedings of River Flow, Lisse, Balkema, Netherlands.
  • Vaghefi, M. Ghodsian, M., and Salehi Neyshaboori, S.A.A., 2012a. Experimental study on scour around a T-shaped spur dike in a channel bend. Journal of Hydraulic Engineering, 138 (5), 471–474. doi: 10.1061/(ASCE)HY.1943-7900.0000536
  • Vaghefi, M., Ghodsian, M., and Adib, A., 2012b. Experimental study on the effect of froude number on temporal variation of scour around a T shaped spur dike in a 90 degree bend. Applied Mechanics and Material, 147, 75–79. doi: 10.4028/www.scientific.net/AMM.147.75
  • Vaghefi, M., Mehr, V.A.M., and Akbari, M., 2014a. Numerical investigation of wing to web length ratios parameter of T-shaped spur dike in a 90 degree bend on scour pattern. Journal of River Engineering, 2 (3), 1–8.
  • Vaghefi, M., Shakerdargah, M., and Akbari, M., 2014b. Numerical investigation of the effect of Froude number on flow pattern around a submerged T-shaped spur dike in a 90◦ bend. Turkish Journal of Engineering Environment Science, 38 (2), 266–277. doi: 10.3906/muh-1405-2
  • Vaghefi, M., Ahmadi, A., and Faraji, B., 2015a. The effect of support structure on flow patterns around T-shape spur dike in 90° bend channel. Arabian Journal for Science and Engineering, 40 (5), 1299–1307. doi: 10.1007/s13369-015-1604-2
  • Vaghefi, M., Safarpoor, Y., and Hashemi, S.S., 2015b. Effects of relative curvature on the scour pattern in a 90° bend with a T-shaped spur dike using a numerical method. International Journal of River Basin Management, 13 (4), 501–514. doi: 10.1080/15715124.2015.1049181
  • Vaghefi, M., Akbari, M., and Fiouz, A.R., 2015c. An experimental study of mean and turbulent flow in a 180 degree sharp open channel bend: secondary flow and bed shear stress. KSCE Journal of Civil Engineering, 1–12.
  • Yossef, M.F. and De Vriend, H.J., 2010. Sediment exchange between a river and its groyne fields: mobile-bed experiment. Journal of Hydraulic Engineering, 136 (9), 610–625. doi: 10.1061/(ASCE)HY.1943-7900.0000226
  • Zhang, H., et al., 2009. Experiment and simulation of turbulent flow in local scour around a spur dyke. International Journal of Sediment Research, 24 (1), 33–45. doi: 10.1016/S1001-6279(09)60014-7

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.