1 |
Cha, Y.K., Kim, Y.H., Lee, M.S., Analysis of Water Surface Level Variation due to Piers in a Curved Channel, Journal of the New Material Technology, Vol.9, pp.41-53.2000.
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2 |
Kim, Y.H., Computation of Backwater due to Piers in Bend of Mobile Bed Channels, Kyung Bok College, Vol.4, pp.579-600.2000.
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3 |
Koh, S.H., Yoon, B.M., Yu, K.K. Evaluation of Water-Surface Rising due to Bridge Piers by using RMA-2 Model, Korean Society of Civil Engineers, Vol. 2005, No. 10, pp.238-241.2005.
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4 |
Kim, C.h., Yoon, B.m., Yu, K.k. An Experimental Study on the Backwater Effect due to Bridge Piers, 2006 Korean Society of Civil Engineers, Vol. 2006, No. 10, pp.2654-2657.2006.
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5 |
Shin, K.S., Jeong, S.M., Lee, J.H., Song, P. Flow Characteristics and Riverbed Changes Simulation for the Upstream and Downstream Sections of Gongju Bridge, Korean Society of Hazard Mitigation, Vol. 8, No. 2, pp.119-127.2008.
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6 |
USACE-HEC, Hydrologic Modeling HEC-RAS User's Manual, 2006.
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7 |
Kim, Y.H., Influent of Flood Stage by Dragon Teeth Constructed in Rivers, Kyung Bok College, pp.155-174.2001
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