



- Công bố khoa học và công nghệ Việt Nam
Đỗ Anh Đức , Trần Thị Tuyết , Ngô Lê An(1)
Nghiên cứu xây dựng mô hình mô phỏng lũ lưu vực sông KONE
Tạp chí Khoa học và Công nghệ Thủy lợi
2019
54
- [1] Vaze, J. (2011), Guidelines for RainfallRunoff Modelling - Towards Best Practice Model Application.,
- [2] Sugawara, M. (1995), ‘Tank Model’, in Singh, V. P. (ed.) Computer models of watershed hydrology.,Colorado: Water Resources Publications, p. 1130.
- [3] Journal of Hydrology. Smith, M. B. (2004), ‘The distributed model intercomparison project (DMIP): motivation and experiment design’,
- [4] Smedema, L. K., Rycroft, D. W. (1983), Land Drainage: Planning and Design of Agricultural Drainage Systems.,Edited by C. U. Press. Ithaca: Batsford Academic and Educational Ltd, London.
- [5] Moradkhani, H., Sorooshian, S. (2009), ‘General Review of Rainfall-Runoff Modeling: Model Calibration, Data Assimilation, and Uncertainty Analysis’, in Hydrological Modelling and the Water Cycle.,Berlin, Heidelberg: Springer Berlin Heidelberg, pp. 1–24. doi: 10.1007/978-3-540-77843-1_1.
- [6] Department of Agriculture, U. S. (2004), ‘Chapter 4 Storm Rainfall Depth’, in National Engineering Handbook,
- [7] Cunge, J. A. (1969), ‘On The Subject Of A Flood Propagation Computation Method (Musklngum Method)’,Journal of Hydraulic Research. Taylor & Francis Group, 7(2), pp. 205–230. doi: 10.1080/00221686909500264
- [8] Bevans, H. E. (1986), ‘Estimating stream-aquifer interactions in coal areas of Eastern Kansas by using stream flow records’, U.S.,Geological Survey, (13), pp. 51–64.
- [9] Baltas, E. A., Dervos, N. A., Mimikou, M. A. (2007), Technical Note: Determination of the SCS initial abstraction ratio in an experimental watershed in Greece’,,Hydrology and Earth System Sciences, 11(6), pp. 1825–1829. doi: 10.5194/hess-11-1825-2007.
- [10] Arnold, J. G., Allen, P. M., Bernhardt, G. (1993), A comprehensive surface-groundwater flow model’, Journal of Hydrology.,Elsevier, 142(1–4), pp. 47–69. doi: 10.1016/0022- 1694(93)90004-S.