Water for future (물과 미래)

Korea Water Resources Association (한국수자원학회)
권호 표지

사용자 중심의 정보제공을 위한 수리·수문·생태·침식 통합모델의 개발

  • Published : 2016.07.15
Download PDF
⟨ Previous Next ⟩

Abstract

Keywords

References

  1. 김종호, 한세종, 조용식 (2014) 유역기반의 수문, 수리, 침식 및 유사이송 모의를 위한 통합모형. 한국방재학회논문집. Vol. 14, No. 5, pp. 351-358
  2. Aksoy, H. and Kavvas, M.L. (2005) A review of hillslope and watershed scale erosion and sediment transport models. CATENA,Vol. 64, No.2-3, pp. 247-271. https://doi.org/10.1016/j.catena.2005.08.008
  3. Fatichi, S. et al., (2016) An overview of current applications, challenges, and future trends in distributed process-based models in hydrology, Journal of Hydrology, Vol. 537, pp 45-60
  4. Garrote, L. and Bras, R.L. (1995) A distributed model for real-time flood forecasting using digital elevation models. Journal of Hydrology, Vol. 167, No. 1-4, pp. 279-306. https://doi.org/10.1016/0022-1694(94)02592-Y
  5. Hairsine, P.B. and Rose, C.W. (1991) Rainfall detachment and deposition: Sediment transport in the absence of flow-driven processes. Soil Science Society of America Journal, Vol. 55, No. 2, pp. 320-324. https://doi.org/10.2136/sssaj1991.03615995005500020003x
  6. Hairsine, P.B. and Rose, C.W. (1992) Modeling water erosion due to overland flow using physical principles: 1. Sheet flow. Water Resources Research 28(1), 237-243. https://doi.org/10.1029/91WR02380
  7. Ivanov, V.Y., Vivoni, E.R., Bras, R.L. and Entekhabi, D. (2004a) Catchment hydrologic response with a fully distributed triangulated irregular network model. Water Resources Research, Vol. 40, No. 11.
  8. Ivanov, V.Y., Vivoni, E.R., Bras, R.L. and Entekhabi, D. (2004b) Preserving high-resolution surface and rainfall data in operational-scale basin hydrology: a fully-distributed physicallybased approach. Journal of Hydrology, Vol. 298, No. 1-4, pp. 80-111. https://doi.org/10.1016/j.jhydrol.2004.03.041
  9. Ivanov, V.Y., Bras, R.L., and Vivoni, E.R. (2008a). Vegetation-Hydrology Dynamics in Complex Terrain of Semiarid Areas: I. A mechanistic Approach to Modeling Dynamic Feedbacks, Water Resour. Res., 44, W03429.
  10. Ivanov, V.Y., Bras, R.L., and Vivoni, E.R. (2008b). Vegetation-Hydrology Dynamics in Complex Terrain of Semiarid Areas: II. Energy-Water Controls of Vegetation Spatio-Temporal Dynamics and Topographic Niches of Favorability, Water Resour. Res., 44, W03430.
  11. Kim, J., Ivanov, V.Y. and Katopodes, N.D. (2012a) Hydraulic resistance to overland flow on surfaces with partially submerged vegetation. Water Resources Research, Vol. 48, W10540.
  12. Kim, J., Warnock, A., Ivanov, V.Y. and Katopodes, N.D. (2012b) Coupled modeling of hydrologic and hydrodynamic processes including overland and channel flow. Advances in Water Resources, Vol. 37, pp. 104-126.
  13. Kim, J., Ivanov, V.Y. and Katopodes, N.D. (2013) Modeling erosion and sedimentation coupled with hydrological and overland flow processes at the watershed scale. Water Resources Research, Vol. 49, pp. 5134-5154.
  14. Kim, J. and Ivanov, V. Y. (2014) On the nonuniqueness of sediment yield at the catchment scale: The effects of soil antecedent conditions and surface shield. Water Resour. Res. 50, 1025-1045.
  15. Kim, J. and Ivanov, V. Y. (2015) A holistic, multi-scale dynamic downscaling framework for climate impact assessments and challenges of addressing finer-scale watershed dynamics. J. Hydrol. 522, 645-660.
  16. Kim, J., Ivanov, V. Y., Fatichi S. (2016) Environmental stochasticity controls soil erosion variability, Scientific Reports, 6, 22065, DOI: 10.1038/srep22065.
  17. Kim, J., M. C. Dwelle, S. K. Kampf, S. Fatichi, V. Y. Ivanov (2016) On the non-uniqueness of the hydro-geomorphic responses in a zero-order catchment with respect to soil moisture, Advances in Water Resources, Volume 92, pp 73-89.
  18. Maxwell, R. M., et al. (2014), Surface-subsurface model intercomparison: A first set of benchmark results to diagnose integrated hydrology and feedbacks, Water Resour. Res., 50, 1531-1549,
  19. Polyakov, V.O. and Nearing, M.A. (2003) Sediment transport in rill flow under deposition and detachment conditions. CATENA, Vol. 51, pp. 33-43.
  20. Proffitt, A.P.B., Rose, C.W. and Hairsine, P.B. (1991) Rainfall detachment and deposition: Experiments with low slopes and significant water depths. Soil Science Society of America Journal, Vol. 55, Nol. 2, pp. 325-332. https://doi.org/10.2136/sssaj1991.03615995005500020004x
  21. Reed, S., Koren, V., Smith, M., Zhang, Z., Moreda, F., Seo, D. and DMIP Participants (2004) Overall distributed model intercomparison project results, Journal of Hydrology, Vol. 298, No. 1-4, pp. 27-60, https://doi.org/10.1016/j.jhydrol.2004.03.031
  22. Sander, G.C., Parlange, J.Y., Barry, D.A., Parlange, M.B. and Hogarth, W.L. (2007a) Limitation of the transport capacity approach in sediment transport modeling. Water Resources Research, Vol. 43, No. 2.
  23. Sander, G.C., Zheng, T. and Rose, C.W. (2007b) Update to "Modeling water erosion due to overland flow using physical principles: 1. Sheet flow''. Water Resources Research, Vol. 43, No. 4.
  24. Warnock, A., Kim, J., V.Y. Ivanov, and N. Katopodes (2013). Self-adaptive kinematicdynamic model for overland flow, Journal of Hydraulic Engineering, ASCE, 10.1061/(ASCE) HY.1943-7900.0000815.