International Journal of
Physical Sciences

  • Abbreviation: Int. J. Phys. Sci.
  • Language: English
  • ISSN: 1992-1950
  • DOI: 10.5897/IJPS
  • Start Year: 2006
  • Published Articles: 2574

Full Length Research Paper

A model for removing sediments from open channels

Hassan A. Omran
  • Hassan A. Omran
  • Building and Construction Engineering Department, University of Technology, Baghdad, Iraq.
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Mohammed Y. Fattah
  • Mohammed Y. Fattah
  • Building and Construction Engineering Department, University of Technology, Baghdad, Iraq.
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Sadiq Q. Sulaiman
  • Sadiq Q. Sulaiman
  • Civil Engineering Department, University of Al-Anbar, Iraq.
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  •  Accepted: 14 February 2014
  •  Published: 28 February 2014

References

 

Athar M, Kothyari UC, Garde RJ (2002). Sediment Removal Efficiency of Vortex Chamber Type Sediment Extractor, J. Hydraulic Eng, ASCE, 128(12):1051-1059.
http://dx.doi.org/10.1061/(ASCE)0733-9429(2002)128:12(1051)
 
Barkdoll BD, Ettema R (1999). Sediment Control at Lateral Diversions: Limits and Enhancements to Vane Use, J. Hydraulic Eng. ASCE, 125(8):862-870.
http://dx.doi.org/10.1061/(ASCE)0733-9429(1999)125:8(862)
 
Cheng NS, Chiew YM (1998). Pickup Probability for Sediment Entrainment, J. Hydraulic Eng. ASCE, 124(2):232-235.
http://dx.doi.org/10.1061/(ASCE)0733-9429(1998)124:2(232)
 
Gopakumar R, Jesuraj R (2012). Simulation of Non-Equilibrium Transport of Suspended Sediment in Open Channels, Int. J. Soft Comput. Eng. (IJSCE), 2(5):57-61.
 
Lyn DA (2003). Sediment Transport in Open Channels, in the "Civil Engineering Handbook", edited by WF CHEN, JY. Richard, Lie W, second edition, 2003, CRC PRESS.
 
McEwan I, Heald J (2001). Discrete Particle Modeling of Entrainment from Flat Uniformly Sized Sediment Beds, J. Hydraulic Eng. ASCE, 127(7):588-597.
http://dx.doi.org/10.1061/(ASCE)0733-9429(2001)127:7(588)
 
Nakato T, Ogden FL (1998). Sediment Control at Water Intakes along Sand-Bed Rivers, J. Hydr. Eng. ASCE, 124(6):589-5996.
http://dx.doi.org/10.1061/(ASCE)0733-9429(1998)124:6(589)
 
Naser Gh, Karney BW, Salehi AA (2005). Two-Dimensional Simulation Model of Sediment Removal and Flow in Rectangular Sedimentation Basin, J. Environ. Eng. ASCE, 131(12):1740-1749.
http://dx.doi.org/10.1061/(ASCE)0733-9372(2005)131:12(1740)
 
Nino Y (2002). Simple Model for Downstream Variation of Median Sediment Size in Chilean Rivers, J. Hydr. Eng. ASCE, 128(10):934-941.
http://dx.doi.org/10.1061/(ASCE)0733-9429(2002)128:10(934)
 
Sumer BM, Cokgor S, Fredsøe J (2001). Suction Removal of Sediment from Between Armor Blocks, J. Hydr. Eng. ASCE, 127(4):293-306.
http://dx.doi.org/10.1061/(ASCE)0733-9429(2001)127:4(293)
 
Zhou J, Lin B (1998). One -Dimensional Mathematical Model for Suspended Sediment by Lateral Int. J. Hydraulic Eng. ASCE, 124(7):712-717.
http://dx.doi.org/10.1061/(ASCE)0733-9429(1998)124:7(712)
 
Zhu J, Zeng Q, Guo D, Liu Z (1999). "Optimal Control of Sedimentation in Navigation Channels, J. Hydr. Eng. ASCE, 125(7):750-759.
http://dx.doi.org/10.1061/(ASCE)0733-9429(1999)125:7(750)

 

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