MATHEMATICAL MODELLING OF FLOW AND SEDIMENT PATTERN AT IJOK INTAKE, IJOK RIVER, PERAK, MALAYSIA

Noor F.N. Shahidan, Zorkeflee A. Hasan, Mohd Z. Abdullah, and Aminuddin A. Ghani

References

  1. [1] H.H. Chang, Fluvial processes in river engineering (New York,NY: Wiley, 1988).
  2. [2] M.H. Garcia, Fundamentals of fluvial geomorphology, in D.S.Biedenharm, C.C. Watson, and C.R. Thorne (eds.), Sedimenta-tion engineering processes, measurements, modeling, and prac-tice (New York, NY: ASCE Publication, 2008), 355–383.
  3. [3] N.I. Alekseevskiy, K.M. Berkovich, and R.S. Chalov, Erosion,sediment transportation and accumulation in rivers, Interna-tional Journal of Sediment Research, 23(2), 2008, 93–105.
  4. [4] Z. Abu Hasan, A.A. Ghani, and N.A. Zakaria, Application of2D-modelling for Muda River using CCHE2D, Proc. of 2ndInt. Conf. on Managing Rivers in the 21st Century: SolutionsTowards Sustainable River Basins, Kuching, Sarawak, Malaysia,2007, 249–253.
  5. [5] N.F. Noor Shahidan, Erosion and sedimentation prediction fora selected reach of proposed Muda River Flood Mitigation projectusing 1D and 2D mathematical models, Bachelor Dissertation,Universiti Sains Malaysia, Malaysia, 2009.
  6. [6] Y. Jia and S.S.Y. Wang, Capability assessment of CCHE2D inchannel flow simulations, (China: CCHE2D Publication, 1998),32–36.
  7. [7] British Standards Institution, BS 1377-2: 1990 Methods oftest for soils for civil engineering purposes, classification tests,(London: UK Taylor & Francis Group, 1990), 225–261.
  8. [8] G.W Brunner, HEC-RAS river analysis system user’s manual,(US: Army Corps of Engineers Group, 2000), 135–159.

Important Links:

Go Back