References
- Ackers, P., and White, W.R. (1973). "Sediment transport: A new approach and analysis." Journal of Hydraulics Div., ASCE, Vol. 99, No. HY11, pp. 2041-2060.
- Ahn, J.M., Lyu, S.W., and Lee, N.J. (2010). "A study on the optimal sediment discharge formula for Hyeongsan River." J. of Korean Water Resources Association, KWRA, Vol. 43, No. 11, pp. 977-984. https://doi.org/10.3741/JKWRA.2010.43.11.977
- Ahn, J.M., Lyu, S.W., and Lee, N.J. (2012). "Determination of the optimal sediment discharge formula for Hyeongsan River using GSTARS." J. of Korean Society of Civil Engineers, KSCE, Vol. 32, No. 1B, pp. 1-7.
- Ahn, S.J., Yoon, S.H., and Beack, N.D. (2002). "Prediction of river bed variation using numerical model." J. of Korean Water Resources Association, KWRA, Vol. 35, No. 6, pp. 693.701.
- Bae, H.D. (2011). Sedimentation and flushing simulation in reservoirs using 1-D quasi-steady model. M.S. dissertation, Yonsei University, Seoul, Korea.
- Bhowmik, N.G., Tsai, C., Parmar, P., and Demissie, M. (2004). HEC-6 modeling of the main stem of the Kankakee River in Illinois from the Stateline bridge to the Kankakee dam. Report 2004-4, Illinois State Water Survey, Champaign, Illinois.
- Brunner, G.W. (2010). HEC-RAS river analysis system hydraulic reference manual. Report CPD-69, USACE Hydraulic Engineering Center, Davis, CA.
- Choi, S.U., and Choi, S.W. (2011). "Thickness of deposited delta in reservoir sedimentation." Proceedings 37th Congress of KSCE, KSCE, pp. 347-350.
- Choi, S.U., and Choi, S.W. (2012). "A quasi-study model for sedimentation and flushing of reservoirs." J. of Korean Water Resources Association, KWRA, Vol. 45, No. 2, pp. 217-227. https://doi.org/10.3741/JKWRA.2012.45.2.217
- Copeland, R.R., and Thomas, W.A. (1989). Corte Madera Creek sediment study. Technical report HL89-6, USACE Waterways Experiment Station, Viksburg, MS.
- Havis, R.N., Alonso, C.V., and King, J.G. (1996). "Modeling sediment in gravel-bedded streams using HEC-6." Journal of Hydraulic Engineering, ASCE, Vol. 122, No. 10, pp. 559-564. https://doi.org/10.1061/(ASCE)0733-9429(1996)122:10(559)
- Hotchkiss, R.H., and Parker, G. (1991). "Shock fitting of aggradational profiles due to backwater." Journal of Hydraulic Engineering, ASCE, Vol. 117, No. 9, pp. 1129-1144. https://doi.org/10.1061/(ASCE)0733-9429(1991)117:9(1129)
- Ji, U., Julien, P.Y., and Park, S.K. (2011). "Sediment flushing at the Nakdong river estuary barrage." Journal of Hydraulic Engineering, ASCE, Vol. 137, No. 11, pp. 1522-1535. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000395
- Ji, U., Son, K.I., and Kim, M.M. (2009). "Numerical analysis for bed changes in the upstream channel due to the installation of sediment release opening in the flood control dam." J. of Korean Water Resources Association, KWRA, Vol. 42, No. 4, pp. 319-329. https://doi.org/10.3741/JKWRA.2009.42.4.319
- Laursen, E.M. (1958). "The total sediment load of streams." Journal of Hydraulics Div., ASCE, Vol. 84, No. HY1, pp. 1530-1 to 36.
- Lee, G.M., Fontane, D.G., and Yoo, Y.S. (1997). "Information variable dynamic programming for reservoir sedimentation management." J. of Korean Society of Civil Engineers, KSCE, Vol. 17, No. II-2, pp. 119-128.
- Lee, G.M., and Lee, W.S. (1998). "Long-term prediction of dam sedimentation using sluicing efficiency curve and dam operation technique." J. of Korean Water Resources Association, KWRA, Vol. 31, No. 1, pp. 95-103.
- Lee, J.S. (1997). "An analysis of long-term bed elevation changes to estimate total scour depth at bridge site." J. of Korean Water Resources Association, KWRA, Vol. 30, No. 6, pp. 721-729.
- Morris, G.L., and Fan, J. (2010). Reservoir sedimentation handbook (electronic ver. 1.04), McGraw-Hill., NY, pp. 20-1 to 25.
- Pereira, J.F., McCorquodale, J.A., Meselhe, E.A., Georgiou, I.Y., and Allison, M.A. (2009). "Numerical simulation of bed material transport in the Lower Mississippi River." Journal of Coastal Research, Special Issue 56, pp. 1449-1453.
- Rim, C.S., Son, K.I., Lee, J.J., and Yoon, S.E. (1999). "A study on the seiment movement using numerical models." J. of Korean Water Resources Association, KWRA, Vol. 32, No. 2, pp. 131-142.
- Soni, J.P., Garde, R.J., and Ranga Raju, K.G. (1980). "Aggradation in streams due to overloading." Journal of Hydraulics Div., ASCE, Vol. 106, No. HY1, pp. 117- 132.
- STAR Hydropower (2007). Feasibility study for Patrind hydropower project.
- Tingsnachali, T., and Supharatid, S. (1996). "Experimental investigation and analysis of HEC-6 river morphological model." Hydrological Processes, Vol. 10, pp. 747-761. https://doi.org/10.1002/(SICI)1099-1085(199605)10:5<747::AID-HYP318>3.0.CO;2-5
- Woo, H.S. (2002). River hydraulics. CMG Publishers, Seoul, Korea, pp. 366-384.
- Woo, H.S., and Yu, K.K. (1991). A comparative analysis of alluvial channel models for the prediction of riverbed changes. Report KICT91-WR-112, KICT.
- Yu, K.K., and Woo, H.S. (1990). "Comparative evaluation of some selected sediment transport formulas." J. of Korean Society of Civil Engineers, KSCE, Vol. 10, No. 4, pp. 67-75.
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