참고문헌
- Bazin, H. (1894). "Experiences nouvelles sur l'ecoulement en deversoir." Vol. VII, Annales des Points et Chaussees, Memoires et Documents.
- Cox, G. N. (1928). "The submerged weir as a measuring device." Bulletin engineering experiment station series no. 67, Univ. of Wisconsin, Madison, Wis.
- Fteley, A., and Stearns, F.P. (1883). "Description of some experiments on flow of water made during the construction of works for conveying water of Sudbury River to Boston." Trans. Am. Soc. Civ. Eng., 12, 101-108.
- Francis, J.B. (1884). "Experiments on the flow of water over submerged weirs." Trans. Am. Soc. Civ. Eng., Vol. 13, No. 303-312.
- Falvey, H.T. (2003). "Hydraulic Design of Labyrinth Weirs." American Society of Civil Engineers Press.
- Henderson, F.M. (1966). "Open Channel Flow." The Macmillan Company, New York, 1966.
- Kirkpatrick, K.W. (1957). "Discharge coefficients for spillways at TVA dams." Trans. Am. Soc. Civ. Eng., Vol. 122, No. 190-210.
- Kabiri-Samani, A.R., and Javaheri, A. (2012). "Discharge coefficients for free and submerged flow over Piano Key weirs." Journal of Hydraulic Research, Vol. 50, No. 1, pp. 114-120. https://doi.org/10.1080/00221686.2011.647888
- Lee, K.S., Jang, C.-L., Lee, N.J., and Ahn, S.J. (2014). "Analysis of Flow Characteristics of the Improved-Pneumatic-Movable Weir through the Laboratory Experiments.", Journal of Korea Water Resources Association, Vol. 47, No. 11, pp. 1007-1015. https://doi.org/10.3741/JKWRA.2014.47.11.1007
- Machiels, O., Erpicum, S., Archambeau, P., Dewals, B.J., and Pirot-ton, M. (2011a). "Experimental observation of flow characteristics over a Piano Key Weir." Journal of Hydraulic Research, Vol. 49, No. 3, pp. 359-366. https://doi.org/10.1080/00221686.2011.567761
- Machiels, O., Erpicum, S., Archambeau, P., Dewals, B.J., and Pirot-ton, M. (2011b). "Piano Key weir preliminary design method: Application to a new project." Labyrinth and Piano Key Weirs, CRC Press/Balkema, pp. 199-206.
- Novak, P., and Cabelka, J. (1981). Models in hydraulic engineering. Physical principles and design applications. Pitman Ad-vanced Publishing Program, London, United Kingdom.
- Ouamane, A., and Lemperiere, F. (2006). "Design of a new economic shape of weir." Proc. Int. Symp. Dams in the Societies of the 21st Century Barcelona, pp. 463-470.
- Taylor, G. (1968). "The performance of labyrinth weirs." Ph.D. thesis, Univ. of Nottingham, Nottingham, U.K.
- Tullis, B.P, Young, J.C., and Chandler, M.A. (2007). "Head-Discharge Relatonships for Submerged Labyrinth Weirs." Journal of Hydraulic Engineering, ASCE, Vol. 133, No. 3, pp. 248-254. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:3(248)
- Villemonte, J.R. (1947). "Submerged weir discharge studies." Eng. News-Rec, Vol. 139, No. 26, pp. 54-56.
- Woo, H.S., Yu, K.K., and Park, J.K. (1994). "A Preliminary Study of the Hydraulic-Geometrical Relations of Bed Slope in Some Selected Alluvial Rivers." Journal of Korean Geographical Society, Vol. 29, No. 3, pp. 253-265.