Seismic Performance of the Yerba Buena Island Tunnel

Performance of Inclinometers in Diaphragm Wall

A Field Observation and Prediction in Soft Ground Tunnel

Effect of Near-Bed Velocity Skewness on Cross Shore Sediment Transport

How to Calculate the Geometry of Vortex Ripples

Effect of Wave Breaking and Bed Friction on Suspended Sediment Concentration

Evaluation of Bed Shear, Vertical Mixing and Reference Concentration Formulations

Near-Bottom Velocity and Cross-Shore Sediment Transport in the Nearshore

El Niño Storms and the Morphodynamic Response of Two Cobble Beaches

Energy Unleashed
The U.S. Army Corps of Engineers discharges a mean daily flow of 2,000 cu ft/s (57 m³/s) under a gross head of 280 ft (85 m) through four Howell-Bunger valves at the Summersville Dam in...

Computational Fluid Dynamics Model of WTP Clearwell: Evaluation of Critical Parameters Influencing Model Performance

Friction Factor Choice in Hydraulic Simulation Models: Does It Matter?
(no paper) To model water distribution systems using computer hydraulic simulation, a user is required to select a form of head loss-flow relationship for each pipe in the network. The...

The Tres Rios River Management Plan: The Result of Multi-Agency Partnering for Management and Restoration at the Confluence of the Salt, Gila and Aqua Fria Rivers
(No paper) The framework consists of a an Oversight Committee made up of Agency Department Heads, a Steering Committee comprised of local area Agency managers, and five Technical Committees:...

Empirical Prediction of Liquefaction Induced Lateral Spreading (EPOLLS) Prediction of Permanent Ground Deformation Resulting from Lateral Spreading

Girth Joints in Steel Pipelines Subjected to Wrinkling and Ovalling

Large Deformation Behavior of Pipelines with Elbows

Earthquakes and Reducing Their Losses in Kuwait

Case Studies of Buried Corrugated Metal Pipes from the 1994 Northridge Earthquake

Near Fault Ground Motion Effects on Single-Degree-of-Freedom (SDOF) Inelastic Response

Behavior of Aseismic Jointed Pipe Subjected to Large Ground Displacements

 

 

 

 

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