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A two-layer model for landslide generated impulse wave: Simulation of the 1958 Lituya bay landslide impact wave from generation to long-duration transport 期刊论文
ADVANCES IN WATER RESOURCES, 2021, 卷号: 154, 页码: 11
作者:  Liu, Qingquan;  Pan, Menghan;  Wang, Xiaoliang;  An Y(安翼)
Adobe PDF(2490Kb)  |  收藏  |  浏览/下载：187/47  |  提交时间：2022/05/17
Two-layer model  Landslide-generated impulse wave  Reconstruction  Lituya  
Sediment Concentration in Steady Rill Flow: An Analytical Study 会议论文
the seventh International Conference on Fluid Mechanics (ICFM7), Qingdao, China, May 24-27, 2015
作者:  Li YM;  An Y(安翼);  Liu QQ(刘青泉)
浏览  |  Adobe PDF(294Kb)  |  收藏  |  浏览/下载：278/85  |  提交时间：2015/07/16
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;  Liu QQ(刘青泉);  Cao, ZX (reprint author), Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China.
浏览  |  Adobe PDF(8598Kb)  |  收藏  |  浏览/下载：435/57  |  提交时间：2015/03/17
Reservoir  Turbidity Current  Sedimentation  Sediment Flushing  Double Layer-averaged Model  Reservoir Management  
Effects of Water Seepage on the Stability of Soil-Slopes 会议论文
IUTAM Symposium on the Dynamics of Extreme Events Influenced by Climate Change, Lanzhou Univ, Lanzhou, PEOPLES R CHINA, SEP 23-25, 2015
作者:  Liu QQ(刘青泉);  Li JC(李家春)
浏览  |  Adobe PDF(465Kb)  |  收藏  |  浏览/下载：430/84  |  提交时间：2015/12/07
Landslide  Stability Of Landslide  Water Seepage  Rainfall  Fluctuationof Reservoir Water Level  
Sediment Concentration in Steady Rill Flow: An Analytical Study 期刊论文
Procedia Engineering, 2015, 卷号: 126, 页码: 367-371
作者:  Li YM;  An Y(安翼);  Liu QQ(刘青泉)
浏览  |  Adobe PDF(272Kb)  |  收藏  |  浏览/下载：275/90  |  提交时间：2016/08/25
Soil Erosion  Rillflow  Analytic Solution  Sediment Concentration  
The characteristics and estimation of flow through a single rough-walled fracture 期刊论文
JOURNAL OF HYDRODYNAMICS, 2012, 卷号: 24, 期号: 3, 页码: 315-322
作者:  Liu QQ(刘青泉);  Fan HG(樊红光);  Liu, QQ;  Chinese Acad Sci, Inst Mech, Lab Environm Mech, Beijing 100190, Peoples R China.
Adobe PDF(408Kb)  |  收藏  |  浏览/下载：803/245  |  提交时间：2013/01/18
Fracture Seepage  Cubic Law  Effective Hydraulic Aperture  Non-symmetric Sinusoidal Fracture  Rock Joints  Fluid-flow  Equation  Model  Law  
Approximate engineering solution for predicting groundwater table variation during reservoir drawdown on the basis of the Boussinesq equation 期刊论文
Journal of Hydrologic Engineering, 2011, 卷号: 16, 期号: 10, 页码: 791-797
作者:  Sun JP(孙建平);  Li JC(李家春);  Liu QQ(刘青泉);  Zhang HQ(张会琴)
Adobe PDF(842Kb)  |  收藏  |  浏览/下载：1426/416  |  提交时间：2012/01/13
Hydrologic Models  Groundwater Management  Water Table  Boussinesq Equations  Aquifers  Verification  Reservoirs  
Numerical Study On Transient Flow In The Deep Naturally Fractured Reservoir With High Pressure 期刊论文
Science in China Series G-Physics Mechanics & Astronomy, 2009, 卷号: 52, 期号: 7, 页码: 1074-1085
作者:  Liu YW(刘曰武);  Chen WL(陈维良);  Liu QQ(刘青泉);  Liu YW
Adobe PDF(670Kb)  |  收藏  |  浏览/下载：894/226  |  提交时间：2009/08/03
Seepage  Transient Flow  Mathematical Model  Numerical Method  Fractured Reservoir  High Pressure  Permeability  
A non-equilibrium sediment transport model for rill erosion 期刊论文
Hydrological Processes, 2007, 卷号: 21, 期号: 8, 页码: 1074-1084
作者:  Liu QQ(刘青泉);  Chen L(陈力);  Li JC(李家春);  Singh VP;  Singh, VP (reprint author), Texas A&M Univ, Dept Biol & Agr Engn, 2117 TAMU,Scoates Hall, College Stn, TX 77843 USA.
Adobe PDF(259Kb)  |  收藏  |  浏览/下载：958/175  |  提交时间：2009/08/03
Dynamic Model  Rills  Rill Erosion Rate  Non-equilibrium Sediment Transport  Sediment Transport Capacity  Hydraulics  Detachment  Initiation  Flow  Simulation  Soils  Load  
Roll Waves in Overland Flow 期刊论文
Journal of Hydrologic Engineering, 2005, 卷号: 10, 期号: 2, 页码: 110-117
作者:  Liu QQ(刘青泉);  Chen L(陈力);  Li JC(李家春);  Singh VP;  Liu, QQ (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
Adobe PDF(255Kb)  |  收藏  |  浏览/下载：767/180  |  提交时间：2007/06/15