Influence of dike slope on the development of infiltration water and erosion processes during overtopping tests

  • Authors

    • Marwan Hassan universiti Sains Malaysia
    • Mohd Ashraf Ismail universiti Sains Malaysia
    2018-04-12
    https://doi.org/10.14419/ijet.v7i2.9308
  • Dike, Horizontal Erosion Process, Overtopping Failure, Pilot Channel, Vertical Erosion Process.
  • The usage of dikes embankments has a great influence on the development of hydraulic engineering. It increases the suitability of water resources for humanity needs. Different Geotechnical and hydraulics powers affect on the stability of dike construction through transition of water flow in the upstream slope. The development of erosion process inside dike construction occurred as a result of an overtopping water flow cross above the dike crest. The dike erosion initiates breach channel inside dike and later widened into upstream and downstream slopes. In this study, a 2D and 3D vertical and horizontal erosions test is constructed in Hydraulic Geotechnical laboratories at the Universiti Sains Malaysia to observe the evolution of the breach channel during spatial overtopping failure. Two constant dike slopes of (1V:3H) and (1V:2.5H) for both upstream and downstream slopes are used as a parametric test during overtopping tests. The vertical and horizontal distributions of water levels are also highlighted prior to overtopping failure. The results indicate that the vertical and horizontal erosion widen the dike breach for slope of 1V:2.5H faster than those for 1V:3H while the spread of water infiltration in horizontal and vertical levels are higher for latter slope than for previous one.

  • References

    1. [1] P. Bahattari, H. Nakagawa, K. Kawaike, H. Zhang, Experimental study on effect of sediment size on river dyke breach characteristics due to overtopping, Japan Society for Natural Disaster Science 33 (2014) 65-74. URL:http://hd1handle.net/2433/196121.

      [2] M. Hassan, M.A. Ismail, Literature review for the development of dike's breach channel mechanism caused by erosion processes during overtopping failure, Engineering Heritage Journal / Galeri Warisan Kejuruteraan 1(2017) 23-30.doi: https://doi.org/10.26480/gwk.02.2017.23.30.

      [3] M. Foster, R. Fell, M. Spannagle,. The statistics of embankment dam failures and accidents, Canadian Geotechnical Journal 37(2000) 1000-1024. https://doi.org/10.1139/t00-030.

      [4] V.P. Singh, C.A. Quiroga, Dimensionless analytical solutions for dam-breach erosion, Journal of Hydraulic Research 26 (1988) 179-197. https://doi.org/10.1080/00221688809499224.

      [5] M. Rico, G. Benito, A. Diez-Herrero, Floods from tailings dam failures, Journal of Hazardous Materials, 154 (2008) 79-87. https://doi.org/10.1016/j.jhazmat.2007.09.110.

      [6] T.C. Macdonald, J. Langridge-Monopolis, Breaching characteristics of dam failures, Journal of Hydraulic Engineering 110(1984) 567–586. DOI: 10.1061/ (ASCE) 0733-9429(1984)110:5(567).

      [7] V. Manville, Techniques for evaluating the size of potential dam-break floods from natural dams, Institute of Geological & Nuclear Sciences Science Report, New Zealand, (2001).

      [8] R.A. Wurbs, Dam-breach flood wave models, Journal of Hydraulic Engineering, 113(1987) 29-46. Doi: 10.1061/(ASCE)0733 – 9429 (1987) 113:1(29).

      [9] P. Shuibo, Q. Mingsen, W. Liangxian, X et al, Part I: Investigation report on dam safety research in China, Publications of the Water and Environment Administration - series A 167, http://hdl.handle.net/10138/29795, 1993.

      [10] D. Stretch, and M. Parkinson, The breaching of sand barriers at perched, temporary, open/closed estuaries – A model study, Coastal Engineering Journal, 48 (2006) 13-30. https://doi.org/10.1142/S0578563406001295.

      [11] P.J. Visser, Y. Zhu, J.K. Vrijling, Breaching of dikes, Proceeding of 30th International conference on Coastal Engineering, California, 2006. https://doi.org/10.1142/9789812709554_0244.

      [12] M. Wong, G. Parker, Reanalysis and correction of bed-load relation of Meyer- Peter and Müller using their own database, Journal of Hydraulic Engineering, 132 (2010) 1159-1168. DOI: 10.1061/ (ASCE) 0733-9429 (2006) 132:11(1159).

      [13] P.J Visser, Breach erosion in sand-dikes, proceeding of 26th International Conference on Coastal Engineering, Copenhagen, 1999. https://doi.org/10.1061/9780784404119.267.

      [14] Y. Zhu, P.J. Visser, J.K. Vrijling, A model for headcut erosion during embankment breaching, Proceeding of 4th International Association for Hydro-Environment Engineering Coastal and Estuarine Morphodynamics, Illinois, 2005a https://doi.org/10.1201/9781439833896.

      [15] G. Pickert, V. Weitbrecht, A. Bieberstein, Breaching of overtopped river embankments controlled by apparent cohesion, Journal of Hydraulic Research, 49(2001) 143-156. https://doi.org/10.1080/00221686.2011.552468.

      [16] G. Pickert, G.H. Jirka, A. Bieberstein, J. Brauns, Soil/water interaction during the breaching process of overtopped embankments, Proceeding of 2nd International Fluvial Hydraulic, Naples, 2004. https://doi.org/10.1201/b16998-115.

      [17] C. Chinnarasri, S. Jirakitlerd, S. Wongwises, Embankment dam breach and its outflow characteristics, Civil Engineering and Environmental Systems, 21(2004) 247-264. https://doi.org/10.1080/10286600412331328622.

      [18] L. Schmocker, W.H. Hager, Modelling dike breaching due to overtopping, Journal of Hydraulic Research, 47(2009) 585–597. Doi: https://doi.org/10.3826/jhr.2009.3586.

      [19] L.M. Zhang, Y. Xu, J.S Jia, Analysis of earth dam failures: A database approach, Georisk: Assessment and Management of Risk for Engineering Systems and Geohazards, 3(2009) 184-189. https://doi.org/10.1080/17499510902831759.

      [20] M. Hassan, and M.A. Ismail, Effect of inflow discharges on the development of matric suction and volumetric water content for dike during overtopping tests, Proceeding of American Institute of Physics conferences, Penang, 2017. DOI: https://doi.org/10.1063/1.5005675.

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  • How to Cite

    Hassan, M., & Ismail, M. A. (2018). Influence of dike slope on the development of infiltration water and erosion processes during overtopping tests. International Journal of Engineering & Technology, 7(2), 520-525. https://doi.org/10.14419/ijet.v7i2.9308