Bae, DH, and Chung, IM (2000) Development of stochastic-dynamic channel routing model by storage function method.
Journal of Korea Water Resources Association, Vol. 33, No. 3, pp. 341-350.
Chae, BS, Choi, SJ, Ahn, JH, and Kim, TW (2018) Estimation of flood quantile in ungauged watersheds for flood damage analysis based on flood index of natural flow.
Journal of the Korean Society of Civil Engineers, Vol. 38, No. 1, pp. 175-182.
Chung, G, Park, HS, Sung, JY, and Kim, HJ (2012) Determination and evaluation of optimal parameters in storage function method using SCE-UA.
Journal of Korea Water Resources Association, Vol. 45, No. 11, pp. 1169-1186.
Goswami, M, O’connor, KM, and Bhattarai, KP (2007) Development of regionalisation procedures using a multi-model approach for flow simulation in an ungauged catchment.
Journal of Hydrology, Vol. 333, No. 2–4, pp. 517-531.
Horton, R (1932) Drainage basin characteristics.
Eos Transactions American Geophysical Union, Vol. 13, pp. 350-361.
Horton, R (1945) Erosional development of streams and their drainage basins: Hydrophysical approach to quantitative morphology.
Geological Society of America Bulletin, Vol. 56, No. 3, pp. 275-370.
Hyndman, RJ, and Koehler, AB (2006) Another look at measures of forecast accuracy.
International Journal of Forecasting, Vol. 22, No. 4, pp. 679-688.
K-water (2012).
Korea’s dam. p 243-244.
Kim, BJ, Kawk, JW, Lee, JH, and Kim, HS (2008) Calibration and estimation of parameter for storage function model.
Journal of Korean Society of Civil Engineers, Vol. 28, No. 1B, pp. 21-32.
Kim, NW, Jung, Y, and Lee, JE (2013) Spatial extension of runoff data in the applications of a lumped concept model.
Journal of Korea Water Resources Association, Vol. 46, No. 9, pp. 921-932.
Kim, NW, and Shin, MJ (2017) Experimental study of rainfall spatial variability effect on peak flow variability using a data generation method.
Journal of Korea Water Resources Association, Vol. 50, No. 6, pp. 359-371.
Kim, YI, Seo, SB, and Kim, YO (2018) Development of a hybrid regionalization model for estimation of hydrological model parameters for ungauged watersheds.
Journal of Korea Water Resources Association, Vol. 51, No. 8, pp. 677-686.
Kimura, T (1961).
Storage function methods for flood routing. Research Institute of Japan Civil Engineering, p 89-96. p 203-209.
Kovacs, Z (1988).
Regional maximum flood peaks in Southern Africa. Technical Report No. 137. Department of Water Affairs, Pretoria, Republic of South Africa.
Kwon, KD, Lee, JH, Kang, MJ, and Jee, HK (2014) Effect of estimation for time of concentration on the design flood.
Journal of Wetlands Research, Vol. 16, No. 1, pp. 125-137.
Ministry of Land, Transport and Maritime Affairs (2012).
Design flood calculation tips.
Moriasi, DN, Arnold, JG, Van Liew, MW, Bingner, RL, Harmel, RD, and Veith, TL (2007) Model evaluation guidelines for systematic quantification of accuracy in watershed simulations.
Transactions of the ASABE, Vol. 50, No. 3, pp. 885-900.
Nash, JE, and Sutcliffe, JV (1970) River flow forecasting through conceptual models part I: A discussion of principles.
Journal of Hydrology, Vol. 10, No. 3, pp. 282-290.
Nassif, SH, and Wilson, EM (1975) The influence of slope and rain intensity on runoff and infiltration.
Hydrological Sciences Journal, Vol. 20, No. 4, pp. 539-553.
Park, JY, Shin, CD, and Lee, JS (2004) A study on the critical duration of design rainfall in midsize catchment.
Journal of Korea Water Resources Association, Vol. 37, No. 9, pp. 695-706.
Pegram, G, and Parak, M (2004) A review of the regional maximum flood and rational formula using geomorphological information and observed floods.
Water SA, Vol. 30, No. 3, pp. 377-392.
Pontius, R, Thontteh, O, and Chen, H (2008) Components of information for multiple resolution comparison between maps that share a real variable.
Environmental and Ecological Statistics, Vol. 15, No. 2, pp. 111-142.
Ritter, A, and Muñoz-Carpena, R (2013) Performance evaluation of hydrological models: Statistical significance for reducing subjectivity in goodness-of-fit assessments.
Journal of Hydrology, Vol. 480, No. 1, pp. 33-45.
Singh, VP (1997) Effect of spatial and temporal variability in rainfall and watershed characteristics on stream flow hydrograph.
Hydrological Processes, Vol. 11, pp. 1649-1669.
Sivapalan, M, Takeuchi, K, Franks, SW, Gupta, VK, Karambiri, H, Lakshmi, V, et al (2003) IAHS decade on predictions in ungauged basins (PUB), 2003–2012 Shaping an exciting future for the hydrological sciences.
Hydrological Sciences Journal, Vol. 48, No. 6, pp. 857-880.
Strahler, AN (1952) Hypsometric (Area-altitude) analysis of erosional topology.
Geological Society of America Bulletin, Vol. 63, pp. 1117-1142.
Strahler, AN (1964). Quantitative geomorphology of drainage basins and channel networks. In: Chow VT, ed.
Handbook of Applied Hydrology. p 439-476. New York: McGraw-Hill.
Tofiq, FA, and Guven, A (2014) Prediction of design flood discharge by statistical downscaling and general circulation models.
Journal of Hydrology, Vol. 517, No. 19, pp. 1145-1153.
Vogel, RM, Wilson, I, and Daly, C (1999) Regional regression models of annual streamflow for the United States.
Journal of Irrigation and Drainage Engineering, Vol. 125, No. 3, pp. 148-157.
Willmott, C, and Matsuura, K (2006) On the use of dimensioned measures of error to evaluate the performance of spatial interpolators.
International Journal of Geographical Information Science, Vol. 20, pp. 89-102.