The hydrodynamic characteristics of a single suspended row of half pipes under regular waves

Faculty Engineering Year: 2012
Type of Publication: ZU Hosted Pages:
Authors:
Journal: Ocean Engineering Ocean Engineering Volume:
Keywords : , hydrodynamic characteristics , , single suspended , , half pipes    
Abstract:
In this paper, the hydrodynamic performance of a new type breakwater is studied using physical models. The breakwater consists of one row of half pipes suspended on supporting piles. The transmission, the reflection, and the wave energy dis
   
     
 
       

Author Related Publications

  • Ayman Sabry Ibrahiem Kariem, "Protection methods against sea-level rise caused by climatic Change: Case study of the Nile Delta coastal zones", Springer International Publishing AG 2017, 2017 More
  • Ayman Sabry Ibrahiem Kariem, "Hydrodynamic characteristics of double permeable breakwater under regular waves", Marine Structures, 2011 More
  • Ayman Sabry Ibrahiem Kariem, "Hydrodynamic efficiency of suspended horizontal rows of half pipes used as a new type breakwater", Ocean Engineering, 2013 More
  • Ayman Sabry Ibrahiem Kariem, "Hydrodynamic performance of vertical porous structures under regular waves", China Ocean Engineering Journal, 2013 More
  • Ayman Sabry Ibrahiem Kariem, "Hydrodynamic performance of double rows of piles suspending horizontal c shaped bars", Coastal Engineering, 2014 More

Department Related Publications

  • Hany Farahat Abdelhamid Attia , "Rainfall forecasting in arid regions in response to climate change using ARIMA and remote sensing", Taylor & francis, 2024 More
  • Osama Khairy Saleh Eraky, "Rainfall forecasting in arid regions in response to climate change using ARIMA and remote sensing", Taylor & francis, 2024 More
  • Abdelaziem Mohamed Abdelhamied Negm, "Nile River bathymetry by satellite remote sensing case study: Rosetta branch", Springer Verlag, 2017 More
  • Abdelaziem Mohamed Abdelhamied Negm, "Empirical Prediction of Characteristics of Hydraulic Jumps in Abruptly Expanding Smooth Stilling Basins: (R- and S- Jumps)", Ain sham University, 2001 More
  • Abdelaziem Mohamed Abdelhamied Negm, "Modeling of Depth Ratio of Hydraulic Jumps in Expanding Channels", Alazhar University, 2000 More
Tweet