[1]唐克丽. 中国水土保持. 北京: 科学出版社, 2004: 615.Tang K L. Soil and Water Conservation in China. Beijing: Science Press, 2004: 615. (in Chinese)[2]Shi Z H, Chen L D, Fang N F, Qin D F, Cai C F. Research on the SCS-CN initial abstraction ratio using rainfall-runoff event analysis in the Three Gorges Area, China. Catena, 2009, 77(1): 1-7.[3]Perrin C, Michel C, Andréassian V. Does a large number of parameters enhance model performance? Comparative assessment of common catchment model structures on 429 catchments. Journal of Hydrology, 2001, 242(3/4): 275-301.[4]Mockus V. Estimation of direct runoff from storm rainfall//Soil Conservation Service. United States Department of Agriculture. National Engineering Handbook Handbook, Section 4. Hydrology. Washington D C: Soil Conservation Service. United States Department of Agriculture, 1972, 10: 1-30. [5]Ponce V M, Hawkins R H. Runoff curve number: has it reached maturity? Journal of Hydrologic Engineering,1996, 1(1): 11-19.[6]Mishra S K, Jain M K, Pandey R P, Singh V P. Catchment area-based evaluation of the AMC-dependent SCS-CN-based rainfall-runoff models. Hydrological Processes, 2005, 19(14): 2701-2718.[7]Mishra S K, Singh V P. SCS-CN-based hydrologic simulation package//Singh V P, Frevert D K, eds. Mathematical Models of Small Watershed Hydrology and Applications. Highlands Ranch: Water Resources Publications, 2001: 391-464.[8]Mishra S K, Singh V P. Validity and extension of the SCS-CN method for computing infiltration and rainfall-excess rates. Hydrological Processes, 2004, 18(17): 3323-3345.[9]Kliment Z, Kadlec J, Langhammer J. Evaluation of suspended load changes using AnnAGNPS and SWAT semi-empirical erosion models. Catena, 2008, 73(3): 286-299.[10]Tyagi J V, Mishra S K, Singh R, Singh V P. SCS-CN based time-distributed sediment yield model. Journal of Hydrology, 2008, 352(3/4): 388-403.[11]Mishra S K, Tyagi J V, Singh V P, Singh R. SCS-CN-based modeling of sediment yield. Journal of Hydrology, 2006, 324(1/4): 301-322.[12]Simanton J R, Hawkins R H, Mohseni-Saravi M, Renard K G. Runoff curve number variation with drainage area, Walnut Gulch, Arizona. Transactions of the American Society of Agricultural Engineers, 1996, 39(4): 1391-1394.[13]Mishra S K, Singh V P, Sansalone J J, Aravamuthan V. A modified SCS-CN method: characterization and testing. Water Resources Management, 2003, 17(1): 37-68.[14]Mishra S K, Jain M K, Singh V P. Evaluation of the SCS-CN-based model incorporating antecedent moisture. Water Resources Management, 2004, 18(6): 567-589.[15]Mishra S K, Jain M K, Bhunya P K, Singh V P. Field applicability of the SCS-CN-based Mishra-Singh general model and its variants. Water Resources Management, 2005, 19(1): 37-62.[16]Mishra S K, Sahu R K, Eldho T I, Jain M K. An improved Ia-S relation incorporating antecedent moisture in SCS-CN methodology. Water Resources Management, 2006, 20(5): 643-660.[17]Mishra S K, Pandey R P, Jain M K, Singh V P. A Rain duration and modified AMC-dependent SCS-CN procedure for long duration rainfall-runoff events. Water Resources Management, 2008, 22(7): 861-876.[18]Woodward D E, Hawkins R H, Jiang R, Hjelmfelt, J A T, Van Mullem J A, Quan Q D. Runoff curve number method: examination of the initial abstraction ratio. World Water and Environmental Resources Congress. Philadelphia, Pennsylvania, USA, 2003. [19]Lim K J, Engel B A, Muthukrishnan S, Harbor J. Effects of initial abstraction and urbanization on estimated runoff using CN technology. Journal of the American Water Resources Association, 2006, 42(3): 629-643.[20]Baltas E A, Dervos N A, Mimikou M A. Technical Note: Determination of the SCS initial abstraction ratio in an experimental watershed in Greece. 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. |