[1]HONG Tian-qiu,HU Hong-xiang,MA You-hua.The Dynamics Theory and Research Advances of Overland Soil and Water Transference[J].Research of Soil and Water Conservation,2008,15(02):124-128,132.
Copy

The Dynamics Theory and Research Advances of Overland Soil and Water Transference

References:
[1] Cochrane T A,Flanagan D C.Detachment in a simulated rill[J].Transactions of the ASAE,1997,40(1):111-119.
[2] 张科利,唐克丽.黄土坡面细沟侵蚀能力的水动力学实验研究[J].土壤学报,2000,37(1):9-15.
[3] 郭雨华,赵廷宁,孙保平,等.草地坡面水动力学特性及其阻延地表径流机制研究[J].水土保持研究,2006,13(4):264-267.
[4] 高学田,包忠谟.降雨特性和土壤结构对溅蚀的影响[J].水土保持学报,2001,15(3):24-26,47.
[5] 周伏建,等.福建省天然降雨雨滴特征的研究[J].水土保持学报,1995,9(1):8-12.
[6] 姚文艺.坡面流阻力规律试验研究[J].泥沙研究,1996(1):74-82.
[7] 吴普特,周佩华.雨滴击溅对薄层水流水力摩阻系数的影响[J].水土保持学报,1994,8(2):39-42.
[8] 张科利.黄土坡面侵蚀产沙分配及其降雨特征关系的研究[J].泥沙研究,1991(4):39-46.
[9] 王全九,邵明安,汪志荣,等.Green-Ampt公式在层状土入渗模拟计算的应用[J].土壤侵蚀与水土保持学报,1999,5(4):66-70.
[10] Mein R G,Larson C L.Modeling infiltration during a steady rain[J].Water Resour.Res.,1973,9(2):384-394.
[11] Chu S T.Infiltration during an unsteady rain[J].Water Resour.Res.,1978,14(3):461-466.
[12] Tan K A,Rudra R P,Dickinson W T,et al.The experimental procedure for the verification of Green and Amptequation[J].Canadian Society of Agricultural Engineering Paper,1987:87-304.
[13] Scoging Helen.Modelling overland-flow hydrology for dynamic hydraulics[M]//Parsons A J,Abrahams A D,eds.Overland Flow.London:UCL Press,1992:89-103.
[14] 陈丽华,余新晓.晋西黄土地区水土保持林地土壤入渗性能的研究[J].北京林业大学学报,1995,17(1):42-47.
[15] Neuman S P.Wetting front pressure head in the infiltration model of Green and Ampt[J].Water Resour.Res.,1976,12(3):564-566.
[16] Brakensiek D L.Estimating the effective capillary pressure in the Green and Ampt intihration equation[J].Water Resour.Res.,1977,13(3):680-682.
[17] 蒋定生,等.黄土高原水土流失与治理模式[M].北京:中国水利水电出版社,1997:9.
[18] Horton R E,Leach H P.Laminarshet flow[J].Trans.Am.Geophys.Union.,1934,15(2):393-404.
[19] Yoon Y N,Brater E F.Spatially varied flow from controlled rainfall[J].Journal of the Hydraulics Division,ASCE,1962,97(HY9):1367-1386.
[20] Yen B C,Wenzel H G.Dynamic equations for stead y spewtially varied flow[J].Journal of the Hydraulics Division,ASCE,1970,96(HY3):801-814.
[21] 吴长文,王礼先.林地坡面的水动力学特性及其阻延地表径流的研究[J].水土保持学报,1995,9(6):32-38.
[22] 王协康,敖汝庄,喻国良,等.坡面雨滴溅蚀及其输沙能力的探讨[J].四川i联合大学学报:工程科学版,1999,3(3):7-12.
[23] Julien P Y,Simons D B.Sediment transport capacity of overland flow[J].American Society of Agricultural Engineers.,1985,28(3):755-762.
[24] 郑良勇,李占斌,李鹏.黄土区陡坡径流水动力学特性试验研究[J].水利学报,2004(5):46-51.
[25] Emmett W W.Overland flow[M]//Kirkby M J.Hill solpe hydrology.New York:John-Wiley and Sons.,1978.
[26] 吴普特,周佩华.黄土坡面薄层水流侵蚀实验研究[J].土壤侵蚀与水土保持学报,1996,2(2):40-45.
[27] 江忠善.坡面流速研究[J].中国科学院西北水土保持研究所集刊,1988(7):46-52.
[28] 陈国祥,谢树楠,汤立群.黄土高原地区流域侵蚀产沙模型研究[M]//孟庆枚.黄土高原水土保持.郑州:黄河水利出版社,1996.
[29] Selby M J.Hill slope materials &processes[J].Oxford University Press,1993.
[30] Covers Gerard.Evaluation of transporting capacity formulae for overland flow[M]//Parsons A D,Abrahams A D.Overland flow.UCL Press,1992:243-273.
[31] Nearing M,Simanton R,Norton D,et al.Soil erosion by surface water flow on a stony,semiarid hill slope[J].Earthe.Processes and landforms,1999,24:677-686.
[32] 吴普特.黄土坡地径流冲刷与土壤抗冲动态响应过程研究[J].水土保持学报,1998,4(2):92-94.
[33] 姚文艺.坡面流流速计算的研究[J].中国水土保持,1993(3):21-25.
[34] Selby M J.Hill slope materials &processes[M].Oxford University Press,1993.
[35] Grosh J L,et al.Interr erosion and runoff on very steep slopes[J].Trans of the ASAE,1994,37(4):1127-1133.
[36] Abrahams A D,et al.Reladon between grain velocity and sediment concentration in overland flow[J].Water Resource Research,1993,29(9):1919-1927.
[37] Abrahams Athol D,Anthony J,Parsons Paul J.Field and laboratory studies of resistance to inter rill overland flow on semi-arid hill slopes,southern Arizona[M]//Parsons A J,Abrahams A D.Overland flow.UCL Press,1992:1-23.
[38] Gilley J E,Kottwitz E R,Simanton J R.Hydraulic characteristics of rills[J].Transactions of ASAE,1990,33:1900-1906.
[39] Covers Gerard.Relationship between discharge,velocity,and flow area for rills eroding in loose,nonlayered materials[J].Earth Surface Processes and Landforms,1992,17:515-528.
[40] Abrahams’A D,Gang L,Parsons A J.Rill hydraulics on a semiarid hill slope[J].Southern Arizona.Earth Surface Processes and Landforms,1996,21:35-47.
[41] Morris E M,Wooliser D A.Unsteady one-dimensional flow over a plan:partal equilibrium and recession hydrographs[J].Water Resources.Res.,1980,16(2):359-360.
[42] Govindaraju G M,et al.Approximate analytical solutions for overland flow[J].Water Resources Research,1990,26(2):2903-2912.
[43] Franti T G,Foster G R,et al.Modeling the effects of in corporated residue on rill erosion,part L Model development and sensitivity analysis.Part II.Experimental results and model validation[J].Trana of the ASAE,1996,39(2):535-550.
[44] Agassi M,Shainberg I,Morin J.Effect of electrolyte concentration and soil sodicity on infiltration rate and crust formation[J].Soil Sci.Soc.Am.J.,1981,45:848-851.
[45] Ruan H X,Ahuja L R,Green T R,et al.Residue cover and surface-sealing effects on infiltration numerical simulations for field applications[J].Soil Science Society of America Journal,2001,65:853-861.
[46] Miroslav Kutilek.Time-dependent hydraulic resistance of the soil crust:Henry’s law[J].Journal of Hydrology,2003,272:72-78.
[47] Morin J,Van Winkel J.Effect of rain drop impact and sheet erosion on infiltration rate and crust formation[J].Soil Sci.Soc.Am.J.,1996.60:1223-1227.
[48] Foster G R.Modeling the erosion process[M]//Haan C T,eds.Hydrologic modeling of small watersheds.St.Hoseph,M I,USA,ASAE Monograph,1982,5:297-379.
[49] Kinnell P I A.The mechanics of raindrop induced flow transport[J].Aust.J.Soil Res.,1990.28:497-516.
[50] Smart G M.Sediment transport formula for steep channels[J].J.Hydr.Eng.,ASCE,1984,110:267-277.
[51] Alonso C V,Neibling W H,Foster G R.Estimating sediment transport capacity in watershed modeling[J].Transactions of the American Society of Agricultural Engineers,1981,24:1211-1226.
[52] 汤立群,陈国祥.坡面土壤侵蚀公式的建立及其在流域产沙中的应用[J].水科学进展,1994,5(2):104-110.
Similar References:

Memo

-

Last Update: 1900-01-01

Online:11866       Total Traffic Statistics:27382615

Website Copyright: Research of Soil and Water Conservation Shaanxi ICP No.11014090-10
Tel: 029-87012705 Address: Editorial Department of Research of Soil and Water Conservation, No. 26, Xinong Road, Yangling, Shaanxi Postcode: 712100