[1]刘家福,蒋卫国,占文凤,等.SCS模型及其研究进展[J].水土保持研究,2010,17(02):120-124.
 LIU Jia-fu,JIANG Wei-guo,ZHAN Wen-feng,et al.Processes of SCS Model for Hydrological Simulation:a Review[J].Research of Soil and Water Conservation,2010,17(02):120-124.
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SCS模型及其研究进展

参考文献/References:

[1] SCS.National Engineering Handbook[S].Hydrology, section 4, Soil Conservation Service, US Department of Agriculture, Washington, DC, 1956.
[2] 张秀英, 孟飞, 丁宁.SCS模型在干旱半干旱区小流域径流估算中的应用[J].水土保持研究, 2003, 10(4):172-174.
[3] 穆宏强.SCS模型在石桥铺流域的应用研究[J].水利学报, 1992(10):79-83, 89.
[4] 史培军, 袁艺, 陈晋.深圳市土地利用变化对流域径流的影响[J].生态学报, 2001, 21(7):1041-1049.
[5] 刘贤赵, 康绍忠, 刘德林, 等.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[J].农业工程学报, 2005, 21(5):93-97.
[6] Mmelesse A M, Shih S F.Spatially distributed storm runoff depth estimation using Landsat images and GIS[J].Computers and Electronics in Agriculture, 2002, 37: 173-183.
[7] Bosznaym M.Generalization of SCS Curve numeber methods[J].Joumal of Irrigation and Drainage Engineering, 1989, 155(1):139-144.
[8] Mishra S K, Singh V P.SCS-CN method part-1:derivation of SCS-CN based models[J].Acta Geophys Polonica 2002, 50(3):457-477.
[9] MISHRA S K, Singh V P.SCS-CN method part-Ⅱ: analytical treatment[J].Acta Geophys.Polonica, 2003, 51 (1), 107-123.
[10] Singh P K, Bhunya P K, Mishra S K, et al.A sediment graph model based on SCS-CN method[J].Journal of Hydrology, 2008, 349(2):244-255.
[11] 魏文秋, 谢淑秦.遥感资料在SCS模型产流计算中的应用[J].环境遥感, 1992, 7(4):243-250.
[12] 张建云, 何惠.应用地理信息进行无资料地区流域水文模拟研究[J].水科学进展, 1998, 9(12):345-350.
[13] 周翠宁, 任树梅, 闫美俊.曲线数值法(SCS 模型)在北京温榆河流域降雨-径流关系中的应用研究[J].农业工程学报, 2008, 24(3):87-90.
[14] 徐秋宁, 马孝义, 安梦雄, 等.SCS模型在小型集水区降雨径流计算中的应用[J].西南农业大学学报, 2002, 24(2):97-100.
[15] 张美华, 王晓燕, 秦福来.SCS模型在密云石匣试验小区降雨径流量估算中的应用[J].首都师范大学学报:自然科学版, 2004, 25:155-158.
[16] 王白陆.SCS产流模型的改进[J].人民黄河, 2005, 27(5):24-26.
[17] Patil J P, Sarangi A, Singh A K, et al.Evaluation of modified CN methods for watershed runoff estimation using a GIS-based interface[J].Biosystems Engineering, 2008, 137-146.
[18] Mishra S K, Tyagi J V, Singh V P, et al.SCS-CN based modeling of sediment yield[J].Journal of Hydrology, 2006, 324:301-322.
[19] Soil Conservation Service.National Engineering Hand-book[M].Section 4:Hydrology.USDA, Springfield, VA.1993.
[20] Ponce V M, Hawkins R H.Runoff curve number: Has It reached maturity?[J].Journal of Hydrologic Engineering ASCE, 1996, 1(1), 11-19.
[21] Mishra S K, Singh V P.SCS-CN-Based hydrological simulation Package.In: Mathematical Models of small watershed hydrology applications[M].Water Resources Publications, LLC, Colorado, USA, 2002:391-464.
[22] Msihra S K, Singh V P.Soil Conservation Service Curve-Number(SCS-CN)Methodology[M].Netherlomds: Kluwer Academic Publishers, 2003.
[23] Tyagi J V, Mishra S K, Singhr, et al.SCS-CN based time-distributed sediment yield model[J].Journal of Hydrology, 2008, 352(4): 388-403.
[24] Auerswald K, Haider J.Runoff Curve Numbers for Small Grain Under German Cropping Conditions[J].Journal of Environmental Management, 1996, 47: 223-228.
[25] Shrimali S S, Aggarwal S P, Samra J S.Prioritizing erosion-prone areas in hills using remote sensing and GIS-a case study of the Sukhna Lake catchment, Northern India[J].International Journal of Applied Earth Observation and Geoinformation, 2001, 3(1):54-60.
[26] Bhuyan S J, Mankin K R, Koelliker J K.Watershed-scale AMC selection for hydrologic model[J].Transactions of the ASAE, 2003, 46(2):303-310.
[27] Geetha K, Mishra S K, Rastogi A K, et al.Identification of dominant runoff generation process using the modified SCS-CN concept[J].Recent Advances in Water resources Development and Management, 2005, 477-491.
[28] Mishra S K, Jain M K, Bhunya P K, et al.Field applicability of the SCS-CN based Mishra-Singh general model and its variants[J].Water Resources Management, 2005(19):37-62.
[29] Mishra S K, Pandey R P, Jain M K, et al.A Rain Duration and Modified AMC-dependent SCS-CN Procedure for Long Duration Rainfall-runoff Events[J].Water Resources Management, 2008, 22:861-876.
[30] Sahu R K, Mishra S K, Elodho T I, et al.A modification to the initial abstraction in the existing SCS-CN methodology incorporating storm duration and antecedent rainfall[J].Recent Advances in Water Resources Development and Management, 2005, 697-704.
[31] Pandey V K, Panda S N, Sudhukar S.Modelling of an agricultural watershed using remote sensing and a geographic information system[J].Biosystems Engineering, 2005, 90(3), 331-347.
[32] Mishra S K, Tyagi J V, Singh V P, et al.SCS-CN-based modeling of sediment yield[J].Journal of Hydrology, 2006, 301-322.
[33] 张荔, 孙艳群, 林金辉, 等.利用地理信息系统进行流域径流量计算的方法研究[J].水资源与水工程学报, 2006, 17(5):21-24.
[34] 徐秋宁, 马孝义, 娄宗科, 等.小型集水区降雨径流计算模型研究[J].水土保持研究, 2002, 9(3):139-142.
[35] 张银辉.SWAT模型及其应用研究进展[J].地理科学进展, 2005, 24(5):121-130.
[36] 罗利芳, 张科利, 符素华.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.
[37] 彭定志.基于RS和GIS的水文模型以及洪灾监测评估系统的研究[D].武汉:武汉大学, 2005.
[38] SCS.National Engineering Handbook[M].USDA Soil Conservation Services.Washington, DC, 1971.
[39] Arnold J G, Williams J R, Srinivasan R, et al.2000.Soil and Water Assessment Tool Manual[M].USDA Agricultural Research Service, Texas, 2000.
[40] Michel C, Andre V, Perrin C.Soil Conservation Service Curve Number method: how to mend a wrong soil moisture accounting procedure[J].Water Resour.Res., 2005, 41(2), W02011, DOI 10.1029/2004WR003191.
[41] Reshmidevi T V, Jana R, Eldho T I.Geospatial estimation of soil moisture in rain-fed paddy fields using SCS-CN-based model[J].Agric Water Manage, 2008:447-457.

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备注/Memo

收稿日期:2009-10-22。
基金项目:国际科技合作计划专项项目(2007DFA20640);国家科技支撑计划课题(2008BAC44B03);国家自然科学基金(40771155)
作者简介:刘家福(1975- ),男,吉林省敦化市人,博士,讲师,主要从事遥感与GIS在资源环境、自然灾害等领域的应用研究。E-mail:liujiafu@ires.cn

更新日期/Last Update: 1900-01-01