[1] Ponce V M, Hawkins R H. Runoff curve number: has I treached maturity? [J]. J . Hydrologic Engrg. ASCE, 1996,1(1),11~19 [2] Mishra S K, Singh V P. SCS-CN Based hydrologica lsimulation package. In: Mathematical models of small watershed hydrology applications[M].Water Resources Publications, LLC, Colorado, USA.2002, 13:391~464 [2] 朱波,高美容,刘刚才,等.川中丘陵区农业生态系统的演替[J].山地学报,2003,21(1):56~60 [3] 高美荣,朱波.紫色土丘陵区典型小流域水体N、P含量及其环境特征[J].地球科学进展,2004,6(增):488~490 [4] 朱波,彭奎,高美荣,等.川中丘陵区土地利用变化的生态环境效应—以中国科学院盐亭紫色土农业生态试验站集水区为例[J]. 山地学报,2001,19(增):14~19 [5] 贺宝根,周乃晟.农田非点源污染研究中的降雨径流关系- SCS 法的修正[J].环境科学研究,2001,14(3):49~51 [6] Boughton W C. A review of the USDA SCS curve number method[J].Journal of Soil Research,1989,27:511~523 [7] Mockus V. Estimation of total(and peak rates of) surface runoff for individual storms. In: Interim Survey Report Grand (Neosho)River Watershed.Exhibit A of Appendix B.U.S. Dep.Agri C(U.S.Gov.print. Office :Washington ,D. C) ,1949.20~25 [8] William J R, Lasear W V. Water yield model using SCS curve numbers [J].Journal of Hydraulics Division, 1976,102(9):1221~1253 [9] Bosznay M. Generalization of SCS curve number method[J].Journal of irrigation and drainage engineering, 1989,155(1):139-144 [10] 罗利芳,张科利.径流曲线数法在黄土高原地表径流量计算中的应用[J].水土保持通报,2002,22(3):58~61 [11] 何毓蓉.中国紫色土(下)[M].北京:科学出版社,2003.23~30
|