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1 
Choi, G. W., Chae, S. A., Chang, Y. G. and Hwang, Y. M. (2010). "An experimental study on the change of hydraulic characteristics by the training wall." Proceedings in KWRA, Korea Water Resources Association, pp. 561-564 (in Korean).
2 
Chow, V. T. (1958). Open Channel Hydraulics, McGraw Hill, Tokyo, Japan.
3 
Dottori, F., Martina, M. L. V. and Todini, E. (2009). "A dynamic rating curve approach to indirect discharge measurement." Hydrology and Earth System Science, Vol. 13, pp. 847-863.DOI
4 
Fenton, J. D. and Keller, R. J. (2001). "The calculation of stream flow from measurements of stage." Technical Report 01/6, Cooperative Research Centre for Catchment Hydrology, Melbourne, Australia, p. 84.
5 
Fread, D. L. (1975). "Computation stage-discharge relationship affected by unsteady flow." Water Resources Bulletin, Vol. 11, No. 2, pp. 429-442.DOI
6 
Gonzalez-Castro, J. A. and Ansar, M. (2003). "Applicability of hydraulic performance graph for flow estimation in open channels." Proceedings in World Water & Environmental Resources Congress 2003, ASCE, Philadelphia, Pennsylvania, doi: 10.1061/40685 (2003)188.
7 
Gonzalez-Castro, J. A. and Yen, B. C. (2000). "Applicability of hydraulic performance graph for unsteady flow routing." Hydraulic Engineering Series No. 64, University of Illinois at Urbana- Champaign, Urbana, Illinois199p.
8 
Henderson, F. M. (1966). "Open channel flow." Macmilliam Series in Civil Engineering, Macmilliam eds., New York, USA, p. 522.
9 
Herschy, R. W. (1995). Streamflow Measurement (2nd edition), E & FN Spon, London, U.K.
10 
Hidayat, H., Vermeulen, B., Sassi, M. G., Torfs, P. J. J. F. and Hoitink, A. J. F. (2011). "Discharge estimation in a backwater affected meandering river." Hydrology and Earth System Sciences, Vol. 15, No. 8, pp. 2717-2728.DOI
11 
Jones, B. E. (1915). "A method of correcting river discharge for a changing stage." U.S. Geological Survey Water Supply Paper, 375-E, pp. 117-130.
12 
Kim, D., Yang, S. K. and Yu, K. (2012). "Analysis of loop-rating curve in a gravel and rock-bed moutain stream." Journal of Korea Water Resources Association, Vol. 45, No. 9, pp. 853-860 (in Korean).DOI
13 
Kim, S. H., Hyun, J. S., Kim, J. S. and Jun, K. S. (2014). "Real-time flood stage forecasting of tributary junctions in Namhan River." Journal of Korea Water Resources Association, Vol. 47, No. 6, pp. 561-572 (in Korean).DOI
14 
Kim, W., Kim, C. Y., Kim, D. G., Lee, C. J. and Hwang, S. H. (2005). "Determination of stage-discharge relationship using the numerical model." Proceedings in KWRA, Korea Water Resources Association, pp. 319-323 (in Korean).
15 
Kwon, S. I., Kim, W., Kim, D. G., Kim, C. Y. and Lee, C. J. (2008). "Discharge estimation in backwater reach of river using hydraulic performance graph." Proceedings of 2008 Korea Water Resources Association, Korea Water Resources Association (in Korean).
16 
Ministry of Land, Transport and Maritime Affairs (MLTM) (2008). 2010-2019 Master Plan for Hydrological Survey (in Korean).
17 
Rantz, S. E. (1982). "Measurement and Computation of Streamflow: Volume 2. Computation of Discharge." U.S. Geological Survey Water Supply Paper 2175, pp. 390-438.
18 
Schmidt, A. R. and Yen, B. C. (2002). "Stage-discharge rating curves revisited." In Hydraulic measurements and experimental methods 2002, pp. 1-10.DOI
19 
Seo, Y., Seo, I. W. and Shin, J. (2014). "Development of the hydraulic performance graph model and its application." Journal of The Korean Society of Civil Engineers, Vol. 34, No. 5, pp. 1373-1382.DOI
20 
Yen, B. C. and Gonzalez-Castro, J. A. (1994). "Determination of boneyard creek flow capacity by hydraulic performance graph." WRC Research Report No. 219, Water Resources Center, University of Illinois at Urbana-Champaign, Urbana, Illinois.
21 
Yen, B. C. and Gonzalez-Castro, J. A. (2000). "Open-channel capacity determination using hydraulic performance graph." ASCE Journal of Hydraulic Engineering, Vol. 126, No. 2, pp. 112-122.DOI