1 |
Jain, S. C. (1984). "Tangential vertex-inlet." Journal of hydraulic engineering, Vol. 110, pp. 1693-1699.
DOI
|
2 |
Jain, S. C., and Ettema, R. (1987). "Vortex-flow intakes." Swirling flow problems at intakes, Edited by Knauss, J., Balkema, Rotterdam, Netherlands, pp. 125-137.
|
3 |
Kim, C. W. (2008). Design guideline of Bypass, Construction & Transportation R&D Report GOVP1200956857, Ministry of Construction & Transportation, pp. 50
|
4 |
Oh, J. O. (2014). A study on drop shaft inflow characteristics of the deep tunnel by design condition. M. S. dissertation, Inje University, Gimhae, Gyeongsangnam-do, Korea, pp. 73-96.
|
5 |
Oh, J. O., Park, J. H., and Park, C. K. (2014). "A study on drop shaft control discharge of the deep tunnel by design condition." 2014 KWRA research conference.
|
6 |
Oh, J. O., Park, J. H., and Park, C. K. (2015). "Study on the control discharge characteristics of the tangential intake structure of the deep tunnel storage system in Korea." 36th IAHR World Congress. Hague, Netherlands.
|
7 |
Yu, D. Y., and Lee, H. W. J. (2009). "Hydraulics of Tangential Vortex Intake for Urban Drainage." Journal of hydraulic engineering, Vol. 135, pp. 164-174.
DOI
|
8 |
Kim, C. W., and Lee, D. S. (2005). "Necessity of bypass for flood damage reduction in urban area." Journal of Korean society of civil Engineers, Vol. 53, pp. 43-49.
|