位置：成果数据库 > 会议 > 会议详情页
Experiment Investigation on Effects of Sediment Concentration and Particle Size on Erosion of Solubl
  • 所属机构名称：中国科学院力学研究所
  • 会议名称：Proceedings of the 11th International Symposium on River Sedimentation
  • 时间：2010
  • 成果类型：会议
  • 相关项目：水动力作用下土体结构破坏和致灾机理研究
作者： Parameterization of Sediment Pickup Rate Under Wa|
同会议论文项目
水动力作用下土体结构破坏和致灾机理研究
期刊论文 63 会议论文 32
同项目会议论文
Analysis on the Initial Erosion Process and Trend of the Riverway from Yichang to Yangjianao Downstr
Parameterization of Sediment Pickup Rate Under Waves
一种砂土的离散元模型
非饱和颗粒介质土水特征曲线的离散元模拟
陡坎对细沟侵蚀的影响研究
大We数浅垫层击溅过程中击溅形态及其演化机理的数值研究
How long does it take for sediment transport to adapt to capacity
Adaptation-to-capacity Length for Fluvial Sediment Transport.
LES of Asymmetric Wave-induced Flow. RECENT PROGRESSES IN FLUID DYNAMICS RESEARCH
An Approach to Estimate the Flow Through an Irregular Fracture
Simulation of the Motion of a Bead in Shallow Water via SPH Method
Flood hydraulics due to natural dam failure.
Application of Surfer to analysis on channel evolution.
2D Modelling of Megaflood due to Glacier Dam-break in Altai Mountains, Southern Sibera.
A well-balanced numerical model for flows over steep slopes.
Experimental Investigation on Stable Slope Angle of Granular Accumulation Affected by Moisture Conte
Jet and Mixing Characteristics in Single Raindrop Splash Problem.
Numerical Simulation of Seepage Failure of Levee Foundation.
Investigation of sediment transport under asymmetric waves by LES.
Sensitivity analysis of water content on landslide stability during porous flow process
A New Discrete Element Model for Unsaturated Granular Materials
Seepage analysis of a gate dam with a layered deep deposit foundation
Large eddy simulation of cnoidal wave boundary layers.
Coupled 2D mathematical modelling of Tangjiashan landslide dam breach
A comparative study of capacity and non-capacity models for bed load sediment transport by unsteady
非线性波作用下浮泥界面运动特征研究
斜波输沙规律的初步研究
Siphon pipeline resistance characteristic research
Review of Dam-break Research of Earth-rock Dam Combining with Dam Safety Management
Primary Research on the erosion adjustment of the Alternant Braided Reach in the Mid-Down Yangtze Ri
Analysis of the Scour Restoration Characteristic of the Bed Material Load in the Downstream from the