A Numerical Simulations on the Flow over Ogee Spillway with Tainter Gate |
Kim, Dae-Geun
(대불대학교 토목환경공학과)
Park, Jae-Hyun (인제대학교 토목공학) Lee, Jae-Hyung (현대엔지니어링(주) 수자원부) |
1 |
Development of turbulence models for shear flows by a double expansion technique
/
DOI |
2 | Savage, B.M. and Johnson, M.C. (2001). 'Flow over ogee spillway : Physical and numerical model case study.' Journal of Hydraulics Engineering, ASCE, Vol. 127, No. 8, pp. 640-649 DOI ScienceOn |
3 | Montes, J.S. (1997). 'Irrotational flow and real fluid effects under planar sluice gates.' Journal of Hydraulics Engineering, ASCE, Vol. 123, No. 3, pp. 219-232 DOI ScienceOn |
4 | Masliyah, J.H., Nandakumar, K., Hemphill, F., and Fung, L. (1985). 'Body-fitted coordinates for flow under sluice gates.' Journal of Hydraulics Div. ASCE, Vol. 111, No. 6, pp. 922-933 DOI ScienceOn |
5 | Yakhot, V., Orszag, S.A., Thangam, S., Gatski, T.B., and Speziale, C.G. (1992) Development of turbulence models for shear flows by a double expansion technique, Physics of Fluids, Vol. 4, No. 7, pp. 1510-1520 DOI |
6 | US Army Corps of Engineers (USACE) (1988). Hydraulic design criteria, Mississippi, USA |
7 | 김남일 (2003). Investigation of scale effects of hydraulic model for dam spillway using 3-D CFD model. 박사학위논문, 서울대학교 |
8 | Noutsopoulos, G.K. and Frnariotis, S. (1978). 'Discussion to free flow immediately below sluice gates.' Journal of Hydraulics Div., ASCE, Vol. 104, pp. 451-454 |
9 | 김대근, 이재형, 서일원 (2004). '교각이 설치된 월류형 여수로에서의 흐름에 대한 수치모의.' 한국수자원학회논문집, 한국수자원학회, 제37권, 제5호, pp. 363-373 과학기술학회마을 DOI |
10 | 김영한, 오정선, 서일원 (2003). '수치모형을 이용한 댐상류 및 여수로 수리현상 해석.' 한국수자원학회논문집, 한국수자원학회, 제36권, 제5호, pp. 761-776 과학기술학회마을 DOI |
11 | Ho, D.K.H., Boyes, K.M., and Donohoo, S.M. (2001). 'Investigation of spillway behavior under increased maximum flood by computational fluid dynamics technique.' 14th Australasian Fluid Mechanics Conference, Adelaide University, Adelaide, Australia |
12 | 윤용남 (2002). 수리학 (기초와 응용). 청문각 |
13 | 이정렬 (1994). '연직수문하의 경계층 흐름.' 한국수문학회지, 제 27권, 제3호, pp. 95-105 과학기술학회마을 |
14 | Olsen, N.R. and Kjellesvig, H.M. (1998). 'Three-dimensional numerical flow modeling for estimation of spillway capacity.' Journal of Hydraulic Research, IAHR, Vol. 36, No. 5, pp. 775-784 DOI ScienceOn |
15 | Rajaratnam, N. (1977). 'Free flow immediately below sluice gates.' Journal of Hydraulics Div., ASCE, Vol. 103, pp. 345-351 |
16 | Chan, S.T.K., Larock, B.E., and Herrmann, L.R. (1973), 'Free surface ideal fluid flow.' Journal of Hydraulics Div., ASCE, Vol. 99, No. 6, pp. 959-974 |
17 | 한국수자원학회 (2003), 댐설계기준 |
18 | Chow, V.T. (1959). Open-Channel Hydraulics, McGraw-Hill Book Company |
19 | Flow Science (2002). FLOW-3D (Theory Manual), Los Alamos, NM |
20 | Rajaratnam, N. and Subramanya, K. (1967). 'Free flow upstream of vertical sluice gates.' Journal of Irrigation Drainage Div., ASCE, Vol. 93, pp. 167-168 |
21 | Speerli, J. and Hager, W.H. (1999). 'Discussion to irrotational flow and real fluid effects under planar sluice gates.' Journal of Hydraulics Engineering, ASCE, Vol. 125, pp. 208-210 DOI |
22 | Rajaratnam, N. and Humphries, J.A. (1982). 'Free flow upstream of vertical sluice gates.' Journal of Hydraulic Research, IAHR, Vol. 20, pp. 427-436 DOI ScienceOn |
23 | Isaacs, L.T. and Allen, P.H. (1994). 'Contraction coefficients for radial sluice gates.' Proceedings 1994 International Conference on Hydraulics in Civil Engineering, National Conference Publish No.94/1, Institution of Engineers, Barton, ACT, Australia |
24 | Roth, A. and Hager, W.H. (1999). 'Underflow of standard sluice gate.' Experiments in Fluids, Vol. 27, pp. 339-350 DOI |