Acknowledgement
본 연구는 2021년도 정부의 재원으로 한국연구재단의 지원(NRF2020R1A2B5B01098937)을 받아 수행된 연구입니다. 이에 감사드립니다.
References
- 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. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001110
- Fritz, H.M., and Hager, W.H. (1998). "Hydraulics of embankment weirs." Journal of Hydraulic Engineering, Vol. 124, No. 9, pp. 963-971. https://doi.org/10.1061/(ASCE)0733-9429(1998)124:9(963)
- Gunal, M., and Narayanan, R. (1996). "Hydraulic jump in sloping channels." Journal of Hydraulic Engineering, Vol. 122, No. 8, pp. 436-442. https://doi.org/10.1061/(ASCE)0733-9429(1996)122:8(436)
- Hager, W.H. (1988). "B-jump in sloping channel." Journal of Hydraulic Research, Vol. 26, No. 5, pp. 539-558. https://doi.org/10.1080/00221688809499192
- 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. https://doi.org/10.1016/0021-9991(81)90145-5
- 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.
- Kim, S. (2020). Operation and management methods for improving the flow safety of Singok-submerged weir. Seoul Institute of Technology.
- 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.
- Menter, F.R. (1992). Improved two-equation k-omega turbulence models for aerodynamic flows. NASA Ames Research Center, Moffett Field, CA, U.S.
- Menter, F.R., and Esch, T. (2001). "Elements of industrial heat transfer predictions." 16th Brazilian Congress of Mechanical Engineering, Uberlandia, Brazil, Vol. 109, p. 650.
- Ohtsu, I., and Yasuda, Y. (1991). "Hydraulic jump in sloping channels." Journal of Hydraulic Engineering, Vol. 117, No. 7, pp. 905-921. https://doi.org/10.1061/(ASCE)0733-9429(1991)117:7(905)
- 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. https://doi.org/10.3741/JKWRA.2015.48.4.281
- 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. https://doi.org/10.1016/0021-9991(74)90019-9
- 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. https://doi.org/10.1061/(asce)0733-9429(1996)122:7(412)
- 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. https://doi.org/10.1080/00221689809498378