References
- Ahn, S.-S., Kim, D.-H., Heo, C.-H. and Park, J.-K. (2002). "Analysis of GIUH model using river branching characteristic factors." Journal of the Korean Association of Geographic Information Studies, Vol. 5, No. 4, pp. 9-23.
- Choi, Y.-J., Kim, J.-C. and Jeong, D.-K. (2010). "Development of synthetic unit hydrograph for estimation of runoff in ungauged watershed." Journal of Korean Society of Water Quality, Vol. 26, No. 3, pp. 532-539.
- Choi, H.-S., Park, C.-S. and Moon, H.-G. (2006). "A study on rainfall- runoff ana1ysis by geomorphological instantaneous unit hydrograph (GIUH)." Journal of Korean Society of Hazard Mitigation, Vol. 6, No. 1, pp. 49-58.
- Da Ros, D. and Borga, M. (1997). "Use of digital elevation model data for the derivation of the geomorphological instantaneous unit hydrograph." Hydrological Processes, Vol. 11, No. 1, pp. 13-33. https://doi.org/10.1002/(SICI)1099-1085(199701)11:1<13::AID-HYP400>3.0.CO;2-M
- Di Lazzaro, M. (2009). "Regional analysis of storm hydrographs in the rescaled width function framework." Journal of Hydrology, Vol. 373, No. 3, pp. 352-365. https://doi.org/10.1016/j.jhydrol.2009.04.027
- Franchini, M. and OConnell, P. E. (1996). "An analysis of the dynamic component of the geomorphologic instantaneous unit hydrograph." Journal of Hydrology, Vol. 175, No. 1, pp. 407-428. https://doi.org/10.1016/S0022-1694(96)80018-7
- Gupta, V. K. and Waymire, E. (1983). "On the formulation of an analytical approach to hydrologic response and similarity at the basin scale." Journal of Hydrology, Vol. 65, No. 1, pp. 95-123. https://doi.org/10.1016/0022-1694(83)90212-3
- Gupta, V. K., Waymire, E. and Wang, C. T. (1980). "A representation of an instantaneous unit-hydrograph from geomorphology." Water Resources Research, Vol. 16, No. 5, pp. 855-862. https://doi.org/10.1029/WR016i005p00855
- Ham, D.-H., Joo, J.-G., Jun, H.-D. and Kim, J.-H. (2008). "Study on derivation of fourth-order GIUH and revision of initial state probability." Journal of the Korea Water Resources Association, Vol. 41, No. 2, pp. 229-239. https://doi.org/10.3741/JKWRA.2008.41.2.229
- Heo, C.-H. and Lee, S.-T. (2002). "Analysis of GIUH model by using GIS in river basin." Journal of the Korea Water Resources Association, Vol. 35, No. 3, pp. 321-330. https://doi.org/10.3741/JKWRA.2002.35.3.321
- Joo, J.-G., Yang, J.-M. and Kim, J.-H. (2011). "GIUH Variation by estimating locations." Journal of Korean Society of Hazard Mitigation, Vol. 11, No. 1, pp.85-91. https://doi.org/10.9798/KOSHAM.2011.11.1.085
- Kim, J.-C., Choi, Y.-J. and Jeong, D.-K. (2011). "Suggestion of synthetic unit hydrograpph method considering hydrodynamic characteristic on the basin." Journal of the Korea Water Resources Association, Vol. 31, No. 1B, pp. 47-55.
- Kim, S.-J., Kwon, H.-J., Jung, I.-K. and Park, G.-A. (2003). "A comparative study on grid-based storm mrunoff prediction using Thiessen and spatially distributed rainfall." Paddy Water Enrionment, Vol. 1, No. 3, pp. 149-155. https://doi.org/10.1007/s10333-003-0023-2
- Kim, K.-W., Rho, J.-H., Jeon, Y.-W. and Yoo, C. (2003). "Analysis of rainfall effect on the GIUH characteristic velocity." Journal of the Korea Water Resources Association, Vol. 36, No. 4, pp. 533-535. https://doi.org/10.3741/JKWRA.2003.36.4.533
- Lashermes, B., Foufoula-Georgiou, E. and Dietrich, W. E. (2007). "Channel network extraction from high resolution topography using wavelets." Geophysical Research Letters, Vol. 34, L23S04, doi:10.1029/2007GL031140.
- Lee, M. T. and Delleur, J. W. (1976). "A variable source area model of the rainfall-runoff process based on the watershed stream network." Water Resources Research, Vol. 12, No. 5, pp. 1029-1036. https://doi.org/10.1029/WR012i005p01029
- Lee, S.-T. and Park, J.-K. (1987). "GIUH model for river runoff estimation." Journal of the Korea Water Resources Association, Vol. 20, No. 4, pp. 267-278.
- Mesa, O. J. and Mifflin, E. R. (1986). "On the relative role of hillslope and network geometry in hydrologic response." In: V. Gupta, Rodriguez-Iturbe, I, and Wood, E. (Editors), Scale problems in hydrology. D. Reidel, Dordrecht.
- Ministry of Construction and Maritime Affairs (2011). Base developement plan of the Cheongmi River Basin (Revised), No. 11- 1611347-000015-01.
- Moussa, R. (2008a). "Effect of channel network topology, basin segmentation and rainfall spatial distribution on the geomorphologic instantaneous unit hydrograph transfer function." Hydrological Processes, Vol. 22, No. 3, pp. 395-419. https://doi.org/10.1002/hyp.6612
- Moussa, R. (2008b). "What controls the width function shape, and can it be used for channel network comparison and regionalization?" Water Resources Research, Vol. 44, No. 8, pp. 1-19.
- Naden, P. S. (1992). "Spatial variability in flood estimation for large catchments - the exploitation of channel network structure." Hydrological Sciences Journal-Journal Des Sciences Hydrologiques, Vol. 37, No. 1, pp. 53-71. https://doi.org/10.1080/02626669209492561
- Rodriguez-iturbe, I. and Valdes, J. B. (1979). "Geomorphologic structure of hydrologic response." Water Resources Research, Vol. 15, No. 6, pp. 1409-1420. https://doi.org/10.1029/WR015i006p01409
- Seo, Y. (2012) The effect of rainstorm movement on urban drainage network runoff hydrographs, Dissertation, University of Illinois at Urbana-Champaign, Urbana, Illinois.
- Seo, Y., Schmidt, A. R. and Sivapalan, M. (2012). "Effect of storm movement on flood peaks: Analysis framework based on characteristic timescales." Water Resources Research, Vol. 48, No. 5, W05532, doi:10.1029/2011WR011761
- Singh, V. P. (1997). "Effect of spatial and temporal variability in rainfall and watershed characteristics on stream flow hydrograph." Hydrological Processes 11: 1649-1669. https://doi.org/10.1002/(SICI)1099-1085(19971015)11:12<1649::AID-HYP495>3.0.CO;2-1
- Strahler, A. N. (1957). "Quantitative analysis of watershed geomorphology." EOS, Transactions AGU, Vol. 38, pp. 913-920. https://doi.org/10.1029/TR038i006p00913
- Troutman, B. M. and Karlinger, M. R. (1985). "Unit-hydrograph approximations assuming linear flow through topologically random channel networks." Water Resources Research, Vol. 21, No. 5, pp. 743-754. https://doi.org/10.1029/WR021i005p00743
- Van de Nes, T. J. (1973). Linear analysis of a physically based model of a distributed surface runoff system, The Netherlands: Wageningen.