International Journal of
Water Resources and Environmental Engineering

  • Abbreviation: Int. J. Water Res. Environ. Eng.
  • Language: English
  • ISSN: 2141-6613
  • DOI: 10.5897/IJWREE
  • Start Year: 2009
  • Published Articles: 347

Full Length Research Paper

Effect of groin geometry on scouring of sandy river beds having 180° Bend

Mahmoud R. Eltoukhy
  • Mahmoud R. Eltoukhy
  • College of Engineering and Islamic Architecture, Umm Al-Qura University, Makkah, Saudi Arabia.
  • Google Scholar
Neveen B. Abdelmageed
  • Neveen B. Abdelmageed
  • Faculty of Engineering, Shobra, Benha University, Cairo, Egypt.
  • Google Scholar


  •  Received: 24 January 2012
  •  Accepted: 20 July 2012
  •  Published: 30 September 2012

References

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Badici P, Kamphuis JW, Hamilton DG (1994). Physical Experiments on the Effects of Groins on Shore Morphology. Coast Eng. pp. 1782-1796.

 

Donnat M (1995). Bioengineering Techniques for Stream bank Restoration: A review of Central European Practices". Watershed restoration project report No. 2, University of British Colombia, Austria. 1-18

 

Gill MA (1972). Erosion of Sand Beds Around Spur Dikes. J. Hydraul. Div. ASCE 107: 1157-1162.

 

Grade RJ, Kuhnel R, Barkdoll B (1961). Study of Scour Around Spur-dikes, J. Hydraul. Division. ASCE 118: 863-867.

 

Hanson H, Kraus NC (1991). Comparison of Shoreline Change with Physical and Numerical Models. Coastal Sediment'91 ASCE 1: 1785-1799.

 

Lacey RW, Millar J, Robert G (2004). Reach Scale Hydraulic Assessment of in-stream Salmonid Habitat Restoration, J. Am. Water Resour. Assoc. 40: 1631-1644.
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Leont'yev IO (1997). Short-Term Shoreline Changes Due to Cross-shore Structures: A One Line Numerical Model. Coast Eng. 31: 59-75.
Crossref

 

Moradi A, Naghshineh MH, Atofi AR, Heidarnejad M (2011). Investigation Effect of Groin Length on Scouring Depth at 90 Degree Positions of Rivers Having 180 Degree Bend", World Appl. Sci. J. 13(2): 233-238.

 

Oliveto G, Hager WH (2002). Temporal Evolution of Clear-Water Pier and Abutment Scour, J. Hydraul. Eng., ASCE 128(9) :811-820
Crossref

 

Petersen MS (1986). River Engineering, Prentice-Hall, Englewood Cliffs, N.J. p. 330.

 

Price WA, Tomlinson KW (1968). The Effect of Groins on Stable Beaches. Coast. Eng. 1: 518-526.

 

Vanoni V, Schneider UR, Shen HW (1966). Sediment Transportation Mechanics Initiation of Motion, Progress Report of the Task Committee on Preparation of Sedimentation Manual, Committee on Sedimentation J. Hydraul. Div. ASCI, Vol 92, No HY2, Proc Paper No. 4738.

 

Webb RS (1994). Design of Groin Fields-Dimensional Considerations". MSc. Thesis. Drexel University, USA.

 

Zupeng G, Syunsuke I (2009). Experimental study of open channel flow with groins. Advances in Water Resourc. Hydraul. Eng. 5: 1951-1956.