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Three-Dimensional Behaviors of a Gravel–Steel Interface Considering Initial Shear Stress
Publisher: ASCE
Abstract: Initial shear stress is crucial in the three-dimensional (3D) behaviors of soil–structure interfaces but has seldom been examined. This research presents 3D monotonic and cyclic behaviors of a gravel–structure interface, ...
Role of Tangential Displacement Amplitude in 3D Cyclic Simple Shear Behavior of Gravel–Steel Interface
Publisher: American Society of Civil Engineers
Abstract: The tangential displacement amplitude determines the mobilization of shear strength and the deforming and sliding displacements of soil–structure interfaces, and therefore plays a crucial role in the interface behavior. A ...
Hydraulic Prediction of Near-Field Vibrations Induced by Releasing Flood
Publisher: American Society of Civil Engineers
Exact Solution for Asymmetric Turbulent Channel Flow with Applications in Ice-Covered Rivers
Publisher: American Society of Civil Engineers
Abstract: Asymmetric turbulent channel flow, such as ice-covered river flow, is a century-old problem but still unsolved in hydraulics and fluid mechanics. This study finds exact solutions for its eddy (or turbulent) viscosity and ...
Analytical and Experimental Investigations of Dam-Break Flows in Triangular Channels with Wet-Bed Conditions
Publisher: ASCE
Abstract: Based on the method of characteristics, in this study an analytical solution for one-dimensional shallow-water equations is developed to simulate the instantaneous dam-break flows propagating down a triangular wet-bed ...
Hydrodynamic Effects in Wing Fuel Tank Caused by Debris Impact
Publisher: ASCE
Abstract: When tire burst debris impacts a wing fuel tank, the momentum and kinetic energy are transferred to the fluid and the surrounding structure, which increases the risk to the aircraft. In this paper, two types of hydrodynamic ...
Analytical Solution of Shallow Water Equations for Ideal Dam-Break Flood along a Wet-Bed Slope
Publisher: ASCE
Abstract: The existing analytical solutions of dam-break flow do not consider simultaneously the effects of wet downstream bottom and bed slope on the dam-break wave propagation. In this study, a new analytical solution for the ...
Fate of Polybrominated Diphenyl Ethers, Nonylphenol, and Estrogenic Activity during Managed Infiltration of Wastewater Effluent
Publisher: American Society of Civil Engineers
Abstract: About a billion cubic meters of wastewater effluent are artificially recharged annually in the United States for maintenance of groundwater levels and prevention of seawater intrusion. There is concern that trace contaminants, ...