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Investigating the Effect of Distance and Diameter Ratio of Elliptical Piles on the Amount of Force Exerted by Waves in the Pile Groups with Regular Layout Cover

Investigating the Effect of Distance and Diameter Ratio of Elliptical Piles on the Amount of Force Exerted by Waves in the Pile Groups with Regular Layout

Open Access
|Aug 2018

References

  1. Ghatarband, M. and M. Behdarvandi Askar; 2016. Investigation of the Effect of the Circular Stands Diameters of Marine Structures and the Distances between Them on Wave Run-up and Force.” Marine Science 6(1): 11-15.
  2. Yanfei Deng, J, Yang, L, X and YugaoShen; 2014. Frequency analysis of wave run-up on vertical cylinder in transitional water depth” Ocean Systems Engineering, Vol. 4, No. 3 (2014) 201-213.10.12989/ose.2014.4.3.201
  3. J.X., Wang, Z. and Shu-xue, L; 2012. Experimental Study of interactions between multi-directional focused waves and vertical circular cylinder, Part I: Wave run-up, Coast. Eng., 64, 151-160.10.1016/j.coastaleng.2012.02.003
  4. Isaacson, M.; 1978.Wave runup around large circular cylinder.WtrwaysPort, Coast, and Oc. Div., ASCE, 104(1), 69-79.10.1061/JWPCDX.0000072
  5. Hallermeier, R. J., 1976. Nonlinear flow of wave crests past a thin pile. JWtrways., Harbors and Coast. Engrg. Div., ASCE, 102(4), 365-377.10.1061/AWHCAR.0000341
  6. Galvin, C. J., and Hallermeier, R. J.; 1972. Wave run-up on vertical cylinders Proc. 13th Int. Conf. on Coast. Engrg., ASCE, 1955-1974.10.9753/icce.v13.107
  7. Haney, J. P., and Herbich, J. B.; 1982. Wave flow around thin piles and pilegroups. Hydr. Res., 20(1), 1-14.10.1080/00221688209499497
  8. Rashidinasab, M. and M. BehdarvandiAskar; 2017. Modeling the Pressure Distribution and the Changes of Water Level around the Offshore Platforms Exposed to Waves, Using the Numerical Model of Flow 3D. Computational Water, Energy, and Environmental Engineering 06(01): 97-106.10.4236/cweee.2017.61008
  9. Bahadori, S. and M. BehdarvandiAskar; 2016. Investigating the Effect of Relative Depth and Relative Roughness on Momentum Transfer in Symmetric Rectangular Compound Channels with Varius Relative Width. International Journal of Hydraulic Engineering 5(1): 1-8.
  10. Ebrahimi, A., et al.; 2015. Investigation of Various Random Wave Run-up Amounts under the Influence of Different Slopes and Roughnesses. Environment Conservation Journal 16(Special Issue): 301-308.10.36953/ECJ.2015.SE1635
  11. Deilami-Tarifi, M., et al.; 2016. Modeling of the Changes in Flow Velocity on Seawalls under Different Conditions Using FLOW-3D Software.” Open Journal of Marine Science 6: 317-322.10.4236/ojms.2016.62026
Language: English
Page range: 37 - 46
Submitted on: Dec 18, 2017
Accepted on: Jan 30, 2018
Published on: Aug 20, 2018
Published by: University of Oradea, Civil Engineering and Architecture Faculty
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2018 M. Ghatarband, M. Behdarvandi Askar, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.