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浏览/检索结果: 共4条，第1-4条 帮助 限定条件 学科主题：Water Resources     已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 Effect of embedded-rock fragments on slope soil erosion during rainfall events under simulated laboratory conditions 期刊论文 JOURNAL OF HYDROLOGY, 2018, 卷号: 563, 页码: 811-817 作者:  Ming'an Shao;  Tiexiong Gong;  Yuanjun Zhu;  Zhu, YJ (reprint author), Northwest A&F Univ, State Key Lab Soil Eros & Dryland Farming Loess P, Yangling 712100, Shaanxi, Peoples R China. 收藏  |  浏览/下载：88/0  |  提交时间：2018/09/25 Rock Fragment  Runoff And Sediment Discharge  Sediment Concentration  Soil Loss   Response of soil detachment rate to the hydraulic parameters of concentrated flow on steep loessial slopes on the Loess Plateau of China 期刊论文 HYDROLOGICAL PROCESSES, 2017, 卷号: 31, 期号: 14, 页码: 2613-2621 作者:  Liu, G (reprint author), Northwest A&F Univ, Inst Soil & Water Conservat, State Key Lab Soil Eros & Dryland Farming Loess P, 26 Xinong Rd, Yangling 712100, Shaanxi Provinc, Peoples R China.;  Liu, Puling;  Hu, Feinan;  Zheng, Fenli;  Zhang, Jiaqiong 收藏  |  浏览/下载：33/0  |  提交时间：2018/04/12 Concentrated Flow  Hydraulic Parameter  Loessial Hillslope  Soil Detachment Rate  Steep Slope   Hydraulic-based empirical model for sediment and soil organic carbon loss on steep slopes for extreme rainstorms on the Chinese loess Plateau 期刊论文 JOURNAL OF HYDROLOGY, 2017, 卷号: 554, 页码: 600-612 作者:  He, JJ (reprint author), Capital Normal Univ, Base State Lab Urban Environm Proc & Digital Mode, Key Lab Informat Acquisit & Applicat 3D, Minist Educ, Beijing 100048, Peoples R China.;  Huang, B.;  He, J. J.;  Nie, X. D.;  Li, Z. W. 收藏  |  浏览/下载：86/0  |  提交时间：2018/04/12 Soc Loss  Soil Erosion  Simulated Rainfall  Hydraulic Factor  Model   Whole-Process Modeling of Reservoir Turbidity Currents by a Double Layer-Averaged Model 期刊论文 Journal of Hydraulic Engineering, 2015, 卷号: 141, 期号: 2 作者:  Cao ZX;  Li J;  Pender G 收藏  |  浏览/下载：33/0  |  提交时间：2015/03/17 Reservoir  Turbidity current  Sedimentation  Sediment flushing  Double layer-averaged model  Reservoir management