Scientia Agricultura Sinica ›› 2011, Vol. 44 ›› Issue (20): 4240-4247.doi: 10.3864/j.issn.0578-1752.2011.20.011
• SOIL & FERTILIZER·WATER-SAVING IRRIGATION·AGROECOLOGY & ENVIRONMENT • Previous Articles Next Articles
ZHOU Shu-Mei, LEI Ting-Wu
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Hydrology and Earth System Sciences, 2007, 11(6): 1825-1829.[21]刘贤赵, 康绍忠, 刘德林, 张晓萍. 基于地理信息的SCS模型及其在黄土高原小流域降雨-径流关系中的应用. 农业工程学报, 2005, 21(5): 93-97.Liu X Z, Kang S Z, Liu D L, Zhang X P. SCS Model based on geographic information and its application to simulating rainfall-runoff relationship at small watershed level in the Loess Plateau. Transactions of the Chinese Society of Agricultural Engineering, 2005, 21(5): 93-97. (in Chinese) [22]Huang M B, Gallichand J, Wang Z L, Goulet M. A modification to the Soil Conservation Service curve number method for steep slopes in the Loess Plateau of China. Hydrological Processes, 2006, 20(3): 579-589.[23]Huang M B, Gallichand J, Dong C Y, Wang Z L, Shao M A. Use of soil moisture data and curve number method for estimating runoff in the Loess Plateau of China. Hydrological Processes, 2007, 21(11): 1471-1481.[24]王 英, 黄明斌. 径流曲线法模型参数在黄土地区的优化研究. 水土保持通报, 2008, 28(1): 54-58. Wang Y, Huang M B. Optimizing parameters of SCS-CN method for application in the Loess Plateau. Bulletin of Soil and Water Conservation, 2008, 28(1): 54-58. (in Chinese)[25]张钰娴, 穆兴民, 王 飞. 径流曲线数模型(SCS-CN)参数λ在黄土丘陵区的率定. 干旱地区农业研究, 2008, 26(5): 124-128.Zhang Y X, Mu X M, Wang F. Calibration and validation to parameter ? of soil conservation service curve number method in hilly region of the Loess Plateau. Agricultural Research in the Arid Areas, 2008, 26(5): 124-128. (in Chinese)[26]Zheng M G, Cai Q G, Cheng Q J. Modelling the runoff-sediment yield relationship using a proportional function in hilly areas of the Loess Plateau, North China. Geomorphology, 2008, 93(3/4): 288-301.[27]Nash J E, Sutcliffe J V. River flow forecasting through conceptual models part I - A discussion of principles. Journal of Hydrology, 1970, 10(3): 282-290.[28]Aron G, Lakatos D F, Miller A C. Infiltration formula based on SCS Curve Number. Journal of the Irrigation and Drainage Division, 1977, 103(4): 419-427.[29]Hadley J L. Near real-time runoff estimation using spatially distributed radar rainfall data[D]. Texas: A&M University, 2003. |
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