[1]洪天求,胡宏祥,马友华.坡面水土迁移动力学理论及发展[J].水土保持研究,2008,15(02):124-128,132.
　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.
点击复制

坡面水土迁移动力学理论及发展

《水土保持研究》[ISSN:1005-3409/CN:61-1272/P] 卷: 15 期数: 2008年02期 页码: 124-128,132 栏目: 出版日期: 2008-04-20
Title:
The Dynamics Theory and Research Advances of Overland Soil and Water Transference
作者:
洪天求1, 胡宏祥1,2, 马友华2
1. 合肥工业大学资源与环境工程学院, 合肥, 230009;
2. 安徽农业大学资源与环境学院, 合肥, 230036
Author(s):
HONG Tian-qiu1, HU Hong-xiang1,2, MA You-hua2
1. School of Resources and Environment, Hefei University of Technology, Hefei 230009, China;
2. School of Resources and Environment, Anhui Agricultural University, Hefei 230036, China
关键词:
水土迁移; 动力学; 坡面; 径流; 土壤
Keywords:
soil and water transference; dynamics; overland; flow; soil
分类号:
S157.1
摘要:
水土迁移会产生水土资源的重新分配,也会对周围环境产生重大的影响.结合国内外坡面径流动力学与土壤侵蚀动力学的研究进展,论述了坡面水土迁移过程的动力学特征和运动方程等理论,展望了水土迁移过程的动力学发展前景.
Abstract:
Soil and water transference can not only redistribute the resource of water and soil,but also bring great influence on ambience.Combining research advances about overland flow dynamics and soil erosion dynamics in the world,the paper discussed dynamics characteristic and movement equation the theory of soil and water transference in overland.Finally the future trends of soil and water transference dynamics were discussed.

参考文献/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.

相似文献/References:

[1]雷廷武,邵明安,李占斌,等.土壤侵蚀预报模型及其在中国发展的考虑[J].水土保持研究,1999,6(02):163.
　Lei Tingwu,Shao Mingan,Li Zhanbin,et al.Soil Erosion Predict Models and the Strategic Considerations for Their Development in China[J].Research of Soil and Water Conservation,1999,6(02):163.

备注/Memo

收稿日期:2007-5-15;改回日期:。
基金项目:科技部基础研究重大项目前期研究专项(2003CCC00400);安徽省自然科学基金资助项目(03045204)
作者简介:洪天求(1953- ),男,安徽怀宁人,博士生导师,主要从事土壤地理与水土保持方面的研究.E-mail:hongtianqiu@sina.com
通讯作者:胡宏祥(1971- ).男,安徽长丰人,讲师,博士,主要从事水土保持与农业环境生态等研究.E-mail:huhongxiang@ahau.edu.cn
通讯作者:胡宏祥(1971- ).男,安徽长丰人,讲师,博士,主要从事水土保持与农业环境生态等研究.E-mail:huhongxiang@ahau.edu.cn

更新日期/Last Update: 1900-01-01