1 |
Lee, S. H., Kang, S. U., 2001, Stream Discharge Estimation by Hydraulic Channel Routing and Stage Measurement, Korea Water Resources Association, 34(5), pp. 543-549
과학기술학회마을
|
2 |
MOCT, 2002, Report of Monitoring the Stream Discharge in Geum River Basin (in Korean)
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3 |
Benson, M. A. and Dalrymple, T., 1967, General field and office procedures for indirect discharge measurenents: U.S. Geological Survey Techniques of Water-Resources Investigations, book3, chap. AI, pp.30
|
4 |
Dalrymple, T. and Benson, M. A., 1967, Measurement of peak discharge by the slope-area method: U.S. Geological Survey Techniques of Water-Resources Investigations, book 3, chap. A2, pp, 12
|
5 |
Kim, W., Kim, Y. S., Woo, H, S., 1995, Estimation of Channel Roughness Coefficients in the Han River Using Unsteady Flow Model, Korea Water Resources Association, 28(6), pp. 133-146
과학기술학회마을
|
6 |
KOWACO, 2004, Annual Report of Daechung Multi-purpose Dam Management (in Korean). Daejeon Korea
|
7 |
Lee, J. K., Lee, C. H., 2004, Estimation of Roughness Coefficient in Downstream Part of the Han River Using a Hydraulic Flood Routing Model, Korea Society of Civil Engineers, 24(1B), pp. 25-32
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8 |
USACE, 1991, SSARR User manual, North Pacific Div., Portland
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9 |
MOCT, 1999, Investigation into the Stream Flow Usage in Geum River Basin and Estimation of Maintenance Flow (in Korean)
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10 |
MOCT, 2001, Water Vision 2020, Document of Ministry of Construction and Technology (in Korean)
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