Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
ASCE (1996). River hydraulics. Technical engineering and design guide as adepted from us army corps of engineers, No. 18, ASCE, New York.ASCE (1996). River hydraulics. Technical engineering and design guide as adepted from us army corps of engineers, No. 18, ASCE, New York.Google Search
2 
Chow, V. T. (1959). Open-channel hydraulics, McGraw-Hill Book Co., New Yourk.Chow, V. T. (1959). Open-channel hydraulics, McGraw-Hill Book Co., New Yourk.Google Search
3 
Cowan, W. L. (1956). “Estimating hydraulic roughness coefficients.” Agricultural Engineering, Vol. 37, No. 7, pp. 473-475.Cowan, W. L. (1956). “Estimating hydraulic roughness coefficients.” Agricultural Engineering, Vol. 37, No. 7, pp. 473-475.Google Search
4 
Fread, D. L. and Lewis, J. K. (1998). NWS FLDWAV Model, NWSReport, Hydrologic Research Laboratory, NWS Office of Hydrology, NWA, Silver Spring, MD.Fread, D. L. and Lewis, J. K. (1998). NWS FLDWAV Model, NWSReport, Hydrologic Research Laboratory, NWS Office of Hydrology, NWA, Silver Spring, MD.Google Search
5 
Hydrology Engineering Center (2010). HEC-RAS river analysis system user's manual, US Army Corps of Engineers, Davis, CA.Hydrology Engineering Center (2010). HEC-RAS river analysis system user's manual, US Army Corps of Engineers, Davis, CA.Google Search
6 
Hicks F. E. and Peacock T. (2005). “Suitability of HEC-RAS for flood forecasting.” Canadian Water Resources Journal/Revue Canadienne des Ressources Hydriques, Vol. 30, No. 2, pp. 159-174.10.4296/cwrj3002159Hicks F. E. and Peacock T. (2005). “Suitability of HEC-RAS for flood forecasting.” Canadian Water Resources Journal/Revue Canadienne des Ressources Hydriques, Vol. 30, No. 2, pp. 159-174.DOI
7 
Jun, K. S., Kim, J. S. and Kim, H. J. (2005). “Estimation of design flood stream water levels.”  Proceedings of 2005 Korean Society of Civil Engineers, Korean Society of Civil Engineers, pp. 2904-2916 (in Korean).Jun, K. S., Kim, J. S. and Kim, H. J. (2005). “Estimation of design flood stream water levels.”  Proceedings of 2005 Korean Society of Civil Engineers, Korean Society of Civil Engineers, pp. 2904-2916 (in Korean).Google Search
8 
Jun, K. S., Kim, J. S. and Lee, S. H. (2007). “Enhancement of FLDWAV model for its application to the main reach of the Han River.” Journal of Korea Water Resources Association, Vol. 40, No. 2, pp. 135-146 (in Korean).10.3741/JKWRA.2007.40.2.135Jun, K. S., Kim, J. S. and Lee, S. H. (2007). “Enhancement of FLDWAV model for its application to the main reach of the Han River.” Journal of Korea Water Resources Association, Vol. 40, No. 2, pp. 135-146 (in Korean).DOI
9 
Kang, H. S., Kim, S. E. and Hong, H. J. (2011). “Numerical investigations of flood level reduction via securing lateral river space for extreme flood.” Journal of Korean Society of Hazard Mitigation, Vol. 11, No. 6, pp. 217-226 (in Korean).Kang, H. S., Kim, S. E. and Hong, H. J. (2011). “Numerical investigations of flood level reduction via securing lateral river space for extreme flood.” Journal of Korean Society of Hazard Mitigation, Vol. 11, No. 6, pp. 217-226 (in Korean).Google Search
10 
Kim, B. C. and Lee, J. S. (2009). “Evaluation of river flood stability after river restoration.” Journal of Korea Contents Association, Vol. 9, No. 10, pp. 417-426 (in Korean).10.5392/JKCA.2009.9.10.417Kim, B. C. and Lee, J. S. (2009). “Evaluation of river flood stability after river restoration.” Journal of Korea Contents Association, Vol. 9, No. 10, pp. 417-426 (in Korean).DOI
11 
Kim, J. Y., Lee, J. K. and Ahn, J. S. (2010). “Optimization for roughness coefficient of river in Korea - review of application and Han river project water elevation-.” Korean Society of Civil Engineers, Vol. 30, No. 6B, pp. 571-578 (in Korean).Kim, J. Y., Lee, J. K. and Ahn, J. S. (2010). “Optimization for roughness coefficient of river in Korea - review of application and Han river project water elevation-.” Korean Society of Civil Engineers, Vol. 30, No. 6B, pp. 571-578 (in Korean).Google Search
12 
Kim, K. S., Kim, J. S. and Kim, W. (2009). “Comparison and analysis of one-dimensional models for river flow analysis.”  Water and Future, Korea Water Resources Association, Vol. 42, No. 7, pp. 56-61 (in Korean).Kim, K. S., Kim, J. S. and Kim, W. (2009). “Comparison and analysis of one-dimensional models for river flow analysis.”  Water and Future, Korea Water Resources Association, Vol. 42, No. 7, pp. 56-61 (in Korean).Google Search
13 
Kim, S. j., Hong, S. j., Yoon, B. m. and Ji, U. (2012). “Feasibility analysis of hec-ras for unsteady flow simulation in the stream channel with a side-weir detention basin.” Journal of Korea Water Resources Association, Vol. 45, No. 5, pp. 495-503 (in Korean).10.3741/JKWRA.2012.45.5.495Kim, S. j., Hong, S. j., Yoon, B. m. and Ji, U. (2012). “Feasibility analysis of hec-ras for unsteady flow simulation in the stream channel with a side-weir detention basin.” Journal of Korea Water Resources Association, Vol. 45, No. 5, pp. 495-503 (in Korean).DOI
14 
Kim, Y. S. (2010). “Plan of flood forecasting during four major rivers restoration - management of channel and river facilities.” Four Major Rivers Restoration 2nd Conference. Water and the Future, Korea Water Resources Association, Vol. 43, No. 2, pp. 14-17 (in Korean).Kim, Y. S. (2010). “Plan of flood forecasting during four major rivers restoration - management of channel and river facilities.” Four Major Rivers Restoration 2nd Conference. Water and the Future, Korea Water Resources Association, Vol. 43, No. 2, pp. 14-17 (in Korean).Google Search
15 
Lee, S. J., Shin, H. H., Kim, J. C. and Hwang, M. h. (2010). “Flood characteristics at nakdong estuary with 1 dimensional unsteady model.” Journal of The Korean Environmental Sciences Society, Vo. 19, No. 2, pp. 149-155 (in Korean).10.5322/JES.2010.19.2.149Lee, S. J., Shin, H. H., Kim, J. C. and Hwang, M. h. (2010). “Flood characteristics at nakdong estuary with 1 dimensional unsteady model.” Journal of The Korean Environmental Sciences Society, Vo. 19, No. 2, pp. 149-155 (in Korean).DOI
16 
Ministry of Land, Transport and Maritime Affairs (2006). Korea hydrological investigation yearbook (in Korean).Ministry of Land, Transport and Maritime Affairs (2006). Korea hydrological investigation yearbook (in Korean).Google Search
17 
Ministry of Land, Transport and Maritime Affairs (2009). Plan of watershed comprehensive design for Nakdong river (in Korean).Ministry of Land, Transport and Maritime Affairs (2009). Plan of watershed comprehensive design for Nakdong river (in Korean).Google Search
18 
Ministry of Land, Transport and Maritime Affairs (2009a). Master plan of the four major rivers restoration project (in Korean).Ministry of Land, Transport and Maritime Affairs (2009a). Master plan of the four major rivers restoration project (in Korean).Google Search
19 
Ministry of Land, Transport and Maritime Affairs (2009b). The basic plan of stream-improvement for Nakdong river-Geumho river~Estuary (in Korean).Ministry of Land, Transport and Maritime Affairs (2009b). The basic plan of stream-improvement for Nakdong river-Geumho river~Estuary (in Korean).Google Search
20 
Ministry of Land, Transport and Maritime Affairs (2009c). The detail design of development of residential sites for Nak river 18 district (in Korean).Ministry of Land, Transport and Maritime Affairs (2009c). The detail design of development of residential sites for Nak river 18 district (in Korean).Google Search
21 
Ministry of Land, Transport and Maritime Affairs (2009d). The detail design of development of residential sites for Nak river 20 district (in Korean).Ministry of Land, Transport and Maritime Affairs (2009d). The detail design of development of residential sites for Nak river 20 district (in Korean).Google Search
22 
Ministry of Land, Transport and Maritime Affairs (2009e). The detail design of development of residential sites for Nak river 22 district (in Korean).Ministry of Land, Transport and Maritime Affairs (2009e). The detail design of development of residential sites for Nak river 22 district (in Korean).Google Search
23 
Ministry of Land, Transport and Maritime Affairs (2009f). The detail design of development of residential sites for Nak river 23 district (in Korean).Ministry of Land, Transport and Maritime Affairs (2009f). The detail design of development of residential sites for Nak river 23 district (in Korean).Google Search
24 
Nassar M. A. (2011). “Multi-parametric sensitivity analysis of CCHE2D for channel flow simulations in Nile River.”  Journal of Hydro-environment Research, Vol. 5, pp. 187-195.10.1016/j.jher.2010.12.002Nassar M. A. (2011). “Multi-parametric sensitivity analysis of CCHE2D for channel flow simulations in Nile River.”  Journal of Hydro-environment Research, Vol. 5, pp. 187-195.DOI
25 
National Typhoon Center (2011). Typhoon white book.National Typhoon Center (2011). Typhoon white book.Google Search
26 
Nikuradse, J. (1933).  Laws of flow in rough pipes. NACA TM 1292.Nikuradse, J. (1933).  Laws of flow in rough pipes. NACA TM 1292.Google Search
27 
NWS (2007). Evaluation of difference hydraulic models in support of nationa weather service operations, Final Report of the Hydraulic Model Evaluation Team, NWS, NOAA.NWS (2007). Evaluation of difference hydraulic models in support of nationa weather service operations, Final Report of the Hydraulic Model Evaluation Team, NWS, NOAA.Google Search
28 
Pappenbergera, F., Bevena, K., Horrittb, M. and Blazkova, S. (2005). “Uncertainty in the calibration of effective roughness parameters in HEC-RAS using inundation and downstream level observations.” Journal of Hydrology, Vol. 302, pp. 46-49.10.1016/j.jhydrol.2004.06.036Pappenbergera, F., Bevena, K., Horrittb, M. and Blazkova, S. (2005). “Uncertainty in the calibration of effective roughness parameters in HEC-RAS using inundation and downstream level observations.” Journal of Hydrology, Vol. 302, pp. 46-49.DOI
29 
Prafulkumar, V. T., Prem, L. P. and Prakash, D. P. (2011). Calibration of HEC-RAS model on prediction of flood for lower Tapi river. India. Journal of Water Resource and Protection, Vol. 3, pp. 805-811.10.4236/jwarp.2011.311090Prafulkumar, V. T., Prem, L. P. and Prakash, D. P. (2011). Calibration of HEC-RAS model on prediction of flood for lower Tapi river. India. Journal of Water Resource and Protection, Vol. 3, pp. 805-811.DOI
30 
Strickler, A. (1923). Beitrage zur frage der geschwindigkeitsformel und der rauhigkeitszahlen fur strome. kanale und geschlossene leitungen, Mitteilungen des Eidgenossischen Amtes fur Wasser- wirtschaft 16, Bern, Switzerland (Translated as Contributions to the question of a velocity formula and roughness data for streams, channels and closed pipelines. by T. Roesgan and W. R. Brownie, Translation T-10, W. M. Keck Lab of Hydraulics and Water Resources, Calif. Inst. Tech., Pasadena, Calif. January 1981).Strickler, A. (1923). Beitrage zur frage der geschwindigkeitsformel und der rauhigkeitszahlen fur strome. kanale und geschlossene leitungen, Mitteilungen des Eidgenossischen Amtes fur Wasser- wirtschaft 16, Bern, Switzerland (Translated as Contributions to the question of a velocity formula and roughness data for streams, channels and closed pipelines. by T. Roesgan and W. R. Brownie, Translation T-10, W. M. Keck Lab of Hydraulics and Water Resources, Calif. Inst. Tech., Pasadena, Calif. January 1981).Google Search
31 
Thomas, H. and Nisbet T. R. (2007).  “An assessment of the impact of floodplain woodland on flood flows.” Water and Environment Journal, Vol. 21, No. 2, pp. 114-126.10.1111/j.1747-6593.2006.00056.xThomas, H. and Nisbet T. R. (2007).  “An assessment of the impact of floodplain woodland on flood flows.” Water and Environment Journal, Vol. 21, No. 2, pp. 114-126.DOI
32 
Williamson, J. (1951). “The laws of flow in rough pipes.” La Houille Blanche, Vol. 6, No. 5, p. 738.10.1051/lhb/1951058Williamson, J. (1951). “The laws of flow in rough pipes.” La Houille Blanche, Vol. 6, No. 5, p. 738.DOI
33 
Woo, H. S. (2002). River hydraulics, Cheong moon gak (in Korean).Woo, H. S. (2002). River hydraulics, Cheong moon gak (in Korean).Google Search