Browse > Article
http://dx.doi.org/10.3741/JKWRA.2016.49.7.615

Analysis of submerged flow characteristics of the improved-pneumatic-movable weir through the laboratory experiments  

Lee, Kyung Su (National Disaster Management Institute)
Jang, Chang-Lae (Dept. of Civil Eng., Korea National University of Transportation)
Lee, Namjoo (Dept. of Civil Eng., Kyungsung University)
Publication Information
Journal of Korea Water Resources Association / v.49, no.7, 2016 , pp. 615-623 More about this Journal
Abstract
This Study calculated the Submerged Flow Characteristics and Discharge coefficient by the rising angular change of the Improved-Pneumatic-Movable. According to the result, the smaller the ratio of weir height and weir length (L/W) or the weir standing angle, the bigger of the downstream head ($H_2$). The change of discharge reduction factor ($Q_s/Q_1$), by the hight from weir crest to downstream surface and the ratio form weir crest to upstream water height ($h_t/H$), was decreased when the $h_t/H$ closed to number 1. Although the weir water depth of the down-stream was shallower level than the up-stream, the velocity was faster then before. And the more the flow, the less the gab between the upper and lower reaches level. And when the same flow condition, the downstream head ($H_2$) was increased when the L/W was bigger. The Submerged Flow Discharge coefficient of Improved-Pneumatic-Movable weir was made by the upstream approach flow head and the upper lower stream flow condition, not by the physical data of Movable weir.
Keywords
Discharge Coefficient; Discharge Reduction Factor; Improved-Pneumatic-Movable Weir; Submerged Flow;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 Bazin, H. (1894). "Experiences nouvelles sur l'ecoulement en deversoir." Vol. VII, Annales des Points et Chaussees, Memoires et Documents.
2 Cox, G. N. (1928). "The submerged weir as a measuring device." Bulletin engineering experiment station series no. 67, Univ. of Wisconsin, Madison, Wis.
3 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.
4 Taylor, G. (1968). "The performance of labyrinth weirs." Ph.D. thesis, Univ. of Nottingham, Nottingham, U.K.
5 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.   DOI
6 Villemonte, J.R. (1947). "Submerged weir discharge studies." Eng. News-Rec, Vol. 139, No. 26, pp. 54-56.
7 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.
8 Henderson, F.M. (1966). "Open Channel Flow." The Macmillan Company, New York, 1966.
9 Francis, J.B. (1884). "Experiments on the flow of water over submerged weirs." Trans. Am. Soc. Civ. Eng., Vol. 13, No. 303-312.
10 Falvey, H.T. (2003). "Hydraulic Design of Labyrinth Weirs." American Society of Civil Engineers Press.
11 Kirkpatrick, K.W. (1957). "Discharge coefficients for spillways at TVA dams." Trans. Am. Soc. Civ. Eng., Vol. 122, No. 190-210.
12 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.   DOI
13 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.   DOI
14 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.   DOI
15 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.
16 Novak, P., and Cabelka, J. (1981). Models in hydraulic engineering. Physical principles and design applications. Pitman Ad-vanced Publishing Program, London, United Kingdom.
17 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.