Dam Safety Monitoring Model Based on Markov Chain
p.3626
p.3626
Assimilating Observation Data into Hydrological Model with Ensemble Kalman Filter
p.3632
p.3632
Numerical Simulation Study on Slaking Deformation Properties of High Earth Core Dam
p.3637
p.3637
Study on the Influence of Seepage Behavior of Dam Foundation during Wenchuan Earthquake
p.3642
p.3642
Experimental Study of Subgrade Scout Width Along River Bend
p.3646
p.3646
Analysis on Turbulent Debris Flow’s Movement Energy in Circulation Area
p.3651
p.3651
Fluid-Solid Coupling Analysis of External Water Pressure Distribution Patterns on Drainage Segment Lining
p.3656
p.3656
Comparison on Somatotype of X- and Y-Shape Flaring Gate Pier Connected with Stepped Spillway
p.3661
p.3661
Calculation and Control of Seepage of Hardfill Dam with Different Foundation
p.3666
p.3666
Experimental Study of Subgrade Scout Width Along River Bend
Abstract:
In the paper, scour mechanism and factors influencing the scour width of roadbed along river are analyzed. Through the method of theoretical analysis and experiment study, the formula of the maximum width depth of prevention wall in concave bank of G315 is put forward. The formulation of the maximum width depth is theoretics and technic bases of protecting water scour.
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Periodical:
Advanced Materials Research (Volumes 255-260)
Pages:
3646-3650
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Online since:
May 2011
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© 2011 Trans Tech Publications Ltd. All Rights Reserved
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