Terstriep M L,Stall J B.The illinois urban drainage area simulator[C]//Proceedings of the National Symposiumon Urban Rainfall and Runoff and Sediment Control,1974:73-83.
[9]
Bicknell B R,Imhoff J C,Kittle J L,et al.Hydrologic simulation program:FORTRAN user’s manual for release 10.U.S.environmental agency[R].Athens,Georgia,Report EPA/600/R-93/174,1993.
[10]
Fiddes D.The TRRL East African flood model[R].Transport and Road Research Laboratory Report No.706,London:55-68.
[11]
David Mason,MatthewHorritt,Neil Hunter,Paul Bates.Use of fused airborne scanning laser altimetry and digital map data for urban flood modeling[J].Hydrological Processes,2007,21,1436-1447.
[12]
赵人俊.流域水文模型——新安江模型与陕北模型[M].北京:水利出版社,1984.
[13]
Abbott M B.An introduction to the european Hydrologic System-SystemHydrologue Europeen[J].Journal of Hydrology,1986,87:35-42.
[14]
Hydrologic Engineering Center.Storage,Treatment,Overflow,Runoff Model(STORM):User’Manual[M].Hydrologic Engineering Center,US Corps of Engineers,1977.
[15]
Alley W M,Smith P E.Distributed routing rainfallrunoff model:Version II[R].U.S.Geological Survey Open File Report,82-344.
[16]
Lyngfelt S.Design of storm sewer systems,the rational method[R].Chalmers University of Technology,Urban Geohydrological Research Group,No.56,Goteborg:79-90.
