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2021 Vol.54, Issue 11 Preview Page

Research Article

30 November 2021. pp. 1011-1019
Abstract
References
1
Azimi, A.H., Rajaratnam, N., and Zhu, D.Z. (2016). "Water surface characteristics of submerged rectangular sharp-crested weirs." Journal of Hydraulic Engineering, Vol. 142, No. 5, 06016001. 10.1061/(ASCE)HY.1943-7900.0001110
2
Fritz, H.M., and Hager, W.H. (1998). "Hydraulics of embankment weirs." Journal of Hydraulic Engineering, Vol. 124, No. 9, pp. 963-971. 10.1061/(ASCE)0733-9429(1998)124:9(963)
3
Gunal, M., and Narayanan, R. (1996). "Hydraulic jump in sloping channels." Journal of Hydraulic Engineering, Vol. 122, No. 8, pp. 436-442. 10.1061/(ASCE)0733-9429(1996)122:8(436)
4
Hager, W.H. (1988). "B-jump in sloping channel." Journal of Hydraulic Research, Vol. 26, No. 5, pp. 539-558. 10.1080/00221688809499192
5
Hirt, C.W., and Nichols, B.D. (1981). "Volume of fluid (VOF) method for the dynamics of free boundaries." Journal of Computational Physics, Vol. 39, No. 1, pp. 201-225. 10.1016/0021-9991(81)90145-5
6
Jasak, H. (2009). "OpenFOAM: Open source CFD in research and industry." International Journal of Naval Architecture and Ocean Engineering, Vol. 1, No. 2, pp, 88-94. 10.2478/IJNAOE-2013-0011
7
Kim, S. (2020). Operation and management methods for improving the flow safety of Singok-submerged weir. Seoul Institute of Technology.
8
Kindsvater, C.E. (1964). Discharge characteristics of embankment-shaped weirs. Geological Survey Water-Supply Paper, No. 1617, US Government Printing Office, Washington, D.C., U.S.
9
Menter, F.R. (1992). Improved two-equation k-omega turbulence models for aerodynamic flows. NASA Ames Research Center, Moffett Field, CA, U.S. 10.2514/6.1993-2906PMC275754
10
Menter, F.R., and Esch, T. (2001). "Elements of industrial heat transfer predictions." 16th Brazilian Congress of Mechanical Engineering, Uberlândia, Brazil, Vol. 109, p. 650.
11
Ohtsu, I., and Yasuda, Y. (1991). "Hydraulic jump in sloping channels." Journal of Hydraulic Engineering, Vol. 117, No. 7, pp. 905-921. 10.1061/(ASCE)0733-9429(1991)117:7(905)
12
Paik, J., and Lee, N.J. (2015). "Numerical modeling of free surface flow over a broad-crested rectangular weir." Journal of Korea Water Resources Association, Vol. 48, No. 4, pp. 281-290.
13
Van Leer, B. (1974). "Towards the ultimate conservative difference scheme. II. Monotonicity and conservation combined in a second- order scheme." Journal of Computational Physics, Vol. 14, No. 4, pp. 361-370. 10.1016/0021-9991(74)90019-9
14
Wu, S., and Rajaratnam, N. (1996). "Submerged flow regimes of rectangular sharp-crested weir." Journal of Hydraulic Engineering, Vol. 122, No. 7, pp. 412-414. 10.1061/(ASCE)0733-9429(1996)122:7(412)
15
Wu, S., and Rajaratnam, N. (1998). "Impinging jet and surface flow regimes at drop." Journal of Hydraulic Research, Vol. 36, No. 1, pp. 69-74. 10.1080/00221689809498378
Information
  • Publisher :KOREA WATER RESOURECES ASSOCIATION
  • Publisher(Ko) :한국수자원학회
  • Journal Title :Journal of Korea Water Resources Association
  • Journal Title(Ko) :한국수자원학회 논문집
  • Volume : 54
  • No :11
  • Pages :1011-1019
  • Received Date : 2021-09-29
  • Revised Date : 2021-11-19
  • Accepted Date : 2021-11-19