[1]WANG Zhi-jie,JIAN Jin-shi,JIAO Ju-ying,et al.Estimation of Sediment Delivery Ratio in Different Soil Erosion Regions in the Songhua River Basin Based on RUSLE[J].Research of Soil and Water Conservation,2013,20(05):50-56.
Copy

Estimation of Sediment Delivery Ratio in Different Soil Erosion Regions in the Songhua River Basin Based on RUSLE

References:
[1] 焦菊英,景可,李林育,等.应用输沙量推演流域侵蚀量的方法探讨[J].泥沙研究,2007(4):1-7.
[2] 水利学会泥沙专业委员会.泥沙手册[M].北京:中国环境科学出版社,1989.
[3] Vanoni V A. Sedimentation Engineering[M]. New York:The Society,1975.
[4] 景可.长江上游泥沙输移比初探[J].泥沙研究,2002(1):53-59.
[5] 李林育,焦菊英,陈杨.泥沙输移比的研究方法及成果分析[J].中国水土保持科学,2009,7(6):113-122.
[6] 水利部,中国科学院,中国工程院.中国水土流失与生态安全综合考察报告:东北黑土区卷[M].北京:科学出版社,2010.
[7] 蔡强国,范昊明.泥沙输移比影响因子及其关系模型研究现状与评述[J].地理科学进展,2004,23(5):1-9.
[8] 景可.黄土高原的新构造运动对侵蚀影响的研究[J].水土保持通报,1982,2(6):10-15.
[9] 赵晓光,石辉.黄土塬区坡面及小集水区泥沙输移比变化特征[J].山地学报,2002,20(6):718-722.
[10] 卜兆宏,刘绍清.土壤流失量及其参数实测的新方法[J].土壤学报,1995,32(2):210-220.
[11] Maner S B. Factors influencing sediment delivery ratios in the Blackland Prairie land resource area[M]. Fort Worth, Tex:U.S.Department of Agriculture, Soil Conservation Service,1962.
[12] Williams J R, Berndt H D. Sediment yield computed with universal equation[J]. Journal of the Hydraulics Division,1972,98(12):2087-2098.
[13] Haith D A, Tubbs L J. Watershed loading functions for nonpoint sources[J]. Journal of the Environmental Engineering Division,1981,107(1):121-137.
[14] Mutchler C K, Bowie A J. Effect of land use on sediment delivery ratios[C]//Proceedings of the Third Federal Inter-Agency Sedimentation Conference. U.S Water Resources Council, Washington D C, Sedimentation Committee, Denver, Colorado,1975.
[15] Robert H F, Paul K B, Tomlin C D. SEDMOD:a GIS-based method for estimating distributed sediment delivery ratios[M]//Symposium on Geographic Information Systems and Water Resources, American Water Resources Association, Fort Lauderdale, Florida,1996.
[16] 张光科,刘东,方铎.山区流域泥沙输移比计算公式[J].成都科技大学学报,1996,16(6):85-90.
[17] 张光科,刘东,方铎.山区流域坡面径流侵蚀和泥沙输移分析[J].四川联合大学学报:工程科学版,1997,1(6):12-20.
[18] 牟金泽,孟庆枚.论流域产沙量计算中的泥沙输移比[J].泥沙研究,1982(2):60-65.
[19] 刘纪根,蔡强国,张平仓.岔巴沟流域泥沙输移比时空分异特征及影响因素[J].水土保持通报,2007,27(5):6-10.
[20] 曹文洪,张启舜,姜乃森.黄土地区一次暴雨产沙数学模型的研究[J].泥沙研究,1993(1):1-13.
[21] Leopold L B. Channel and hill slope processes in semiarid area[J]. New Mexico:Unite states geological survey professional paper,1966,352G:193-253.
[22] Trimble S W. A sediment budget for Coon Creek Basin in the Driftless area, Wisconsin, 1853-1977[J]. American Journal of Science,1985,283(5):454-474.
[23] 许炯心,孙季.水土保持措施对流域泥沙输移比的影响[J].水科学进展,2004,15(1):29-34.
[24] 花利忠.基于AnnAGNPS模型的流域侵蚀产沙评价:以三峡库区大宁河流域为例[D].成都:中国科学院水利部成都山地灾害与环境研究所,2007.
[25] 张宪奎,许靖华,卢秀琴,等.黑龙江省土壤流失方程的研究[J].水土保持通报,1992,12(4):1-9.
[26] 杨晓晖,吴波.大兴安岭东部林区森林水土保持功能初步评价[J].中国水土保持科学,2004,2(4):11-16.
[27] 王禹,杨明义,刘普灵.东北黑土区坡耕地水蚀与风蚀速率的定量区分[J].核农学报,2010,24(4):790-795.
[28] 简金世.松花江流域不同侵蚀类型区泥沙输移比的估算[D].陕西杨凌:西北农林科技大学,2011.
[29] 章文波,付金生.不同类型雨量资料估算降雨侵蚀力[J].资源科学,2003,25(1):35-41.
[30] 章文波,谢云,刘宝元.利用日雨量计算降雨侵蚀力的方法研究[J].地理科学,2002,22(6):705-711.
[31] Wischmeier W H, Smith D D. Predicting Rainfall Erosion Losses:A guide to conservation planning[C]. U.S, Dep. Agric. Agric. Handb.,1978,No.537.
[32] Foster G R, Meyer L D, Onstad C A. A runoff erosivity factor and variable slope length exponents for soil loss estimates[J]. Transactions of ASAE,1977,20(4):683-687.
[33] McCool D K, Brown L C, Foster G R. Revised slope steepness factor for the Universal Soil Loss Equation[J]. Transactions of the ASAE,1987,30(5):1387-1396.
[34] Liu B Y, Nearing M A, Risse L M. Slope gradient effects on soil loss for steep slopes[J]. Transaction of American Society of Agriculture Engineers,1994,37(6):1835-1840.
[35] 刘宝元,谢云,张科利.土壤侵蚀预报模型[M].北京:中国科学出版社,2001.
[36] 张树文,李颖.东北地区土地利用/覆被时空特征分析[M].北京:北京科学出版社,2006.
[37] 沈波,杨海军.松辽流域水土流失及其防治对策[J].水土保持通报,1993,13(2):28-32.
[38] 焦剑,赵登峰.松花江流域侵蚀产沙演变特征分析[J].水土保持通报,2010,30(2):87-91.
[39] 龚时旸,熊贵枢.黄河泥沙来源和地区分布[J].人民黄河,1979,1(1):7-17.
[40] 景可.黄土高原泥沙输移比的研究[C]//黄河粗泥沙来源及侵蚀产沙机理研究文集.北京:气象出版社,1989.
[41] 许炯心.三峡水库修建前长江宜昌-武汉段泥沙输移比及其影响因子[J].山地学报,2008,26(1):15-21.
[42] 刘运河,陈礼耕,石长金,等.大兴安岭地区的水土流失及其防治[J].中国水土保持,1992(10):1-3.
Similar References:

Memo

-

Last Update: 1900-01-01

Online:2589       Total Traffic Statistics:27502370

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