[1] US Soil Conservation Service. National Engineering Handbook[M]. Chapter 10. Section 4: Hydrology. Washington D C: Soil Conservation Service, US Department of Agriculture, 1972. [2] Garen D C, Moore D S. Curve number hydrology in water quality modeling: Uses, abuses, and future directions[J]. Journal of the American Water Resources Association, 2005, 41(2): 377-388. [3] Rallison R E, Miller N. Past, present and future SCS runoff procedure[M]//V P Singh. Rainfall Runoff Relationship. Water Resources Publication, Littleton, Co., 1981: 353-364. [4] Arnold J G, Srinivasan R, Muttiah R S, et al. Large area hydrologic modeling and assessment part I: Model development[J]. Journal of the American Water Resources Association, 1998, 34(1): 73-89. [5] Lenhart T, Eckhardt K, Fohrer N, et al. Comparison of two different approaches of sensitivity analysis[J]. Physics and Chemistry of the Earth, 2002, 27: 645-654. [6] Sherman L K. The unit hydrograph method[M]//Meinzer O E. Physics of the Earth. Dover Publications, Inc., New York, 1949: 514-525. [7] Ponce V M, Hawkins R H. Runoff curve number: Has it reached maturity?[J] Journal of Hydrologic Engineering, 1996, 1(1): 11-19. [8] Rallison R E. Origin and evolution of the SCS runoff equation[C]//Proceeding of ASCE Irrigation and Drainage Division Symposium on Watershed Management, Vol. II. ASCE, New York, 1980: 912-924. [9] US Soil Conservation Service. National Engineering Handbook[M]. Section 4, Hydrology. Washington D C: Soil Conservation Service, US Department of Agriculture, 1954. [10] Boughton W. A review of the USDA SCS curve number method[J]. Australian Journal of Soil Research, 1989, 27 (3): 511-523. [11] US Soil Conservation Service. National Engineering Handbook[M]. Chapter 10. Supplement A, Section 4: Hydrology. Washington D C: Soil Conservation Service, US Department of Agriculture, 1956. [12] Musgrave G W. How much of the rain enters the soil?[M]//Water: The Yearbook of Agriculture 1955. Washington D C: U.S. Gov. Print. Off. U.S., Department of Agriculture, 1955: 151-159. [13] Woodward D E, Hawkins R H, Quan Q D. Curve number method: Origins, applications and limitations[C]//Hydrologic Modeling for the 21st Century. Second Federal Interagency Hydrologic Modeling Conference, July 28 to August 1, Las Vegas, Nevada. 2002. [14] USDA NRCS. National Engineering Handbook[EB/OL]. Title 210-VI. Part 630, Chapter 7, Hydrologic Soil Groups. 2009. Washington D C: U.S. Department of Agriculture, Natural Resources Conservation Service. http://www.info.usda.gov/22526.wba. 2011-07-25. [15] McCuen R H. Hydrologic Analysis and Design[M]. 3rd edition. Prentice Hall, Upper Saddle River, New Jersey, 2004. [16] USDA NRCS. National Engineering Handbook[EB/OL]. Title 210-VI. Part 630, Chapter 9, Hydrologic Soil-Cover Complexes. 2004. Washington D C: U.S. Department of Agriculture, Natural Resources Conservation Service. http://www.info.usda.gov/17758.wba. 2011-07-25. [17] 刘士余, 左长清, 朱金兆. 地被物对土壤水分动态和水量平衡的影响研究[J]. 自然资源学报, 2007, 22(3): 424-433.[ LIU Shi-yu, ZUO Chang-qing, ZHU Jin-zhao. A study on effects of ground cover on dynamics of soil moisture and water balance. Journal of Natural Resources, 2007, 22(3): 424-433. ] [18] Kannan N, Santhi C, Williams J R, et al. Development of a continuous soil moisture accounting procedure for curve number methodology and its behaviour with different evapotranspiration methods[J]. Hydrological Processes, 2008, 22(13): 2114-2121. [19] Neitsch S L, Arnold J G, Kiniry J R, et al. Soil and Water Assessment Tool Theoretical Documentation, Version 2005[EB/OL]. Temple, Tex.: USDA-ARS Grassland, Soil and Water Research Laboratory. www.brc.tamus.edu/swat/doc.html. 2006-11-01. [20] Zhu A X, Hudson B, Burt J E, et al. Soil mapping using GIS, expert knowledge, and fuzzy logic[J]. Soil Science Society of America Journal, 2001, 65(5): 1463-1472. |