Three-Dimensional, Hydrostatic and Non-Hydrostatic Modeling of Seiching in a Rectangular Basin

A Three-Dimensional Non-Hydrostatic Model for Free Surface Flows: Development, Verification and Limitations

Pipe Joint Failure Caused by an Inadequately Specified Constructed Environment

El Dorado Hydroelectric Project - Penstock Relining Case Study

A Least-Squares Procedure for Identifying Boundary Conditions Consistent with Water Table Elevation

Simulation of Three-Dimensional, Non-Hydrostatic Free-Surface Flows for Estuaries and Coastal Seas

Control of Stacking Loads in Final Waste Disposal According to the Borehole Technique

Revisions to ASCE 7 Provisions for Dead Loads, Live Loads, Soil and Hydrostatic Pressure for 1995

Improving the Pipeline Hydrostatic Leak Test Model

Sliplining: Design and Installation Considerations for Polyethylene Pipe
The design methodology and installation procedure for polyethylene slipline renewal are discussed. When designing there are two critical phases which must be considered: (1) short-term...

The Most Likely Groundwater Flux Through the Unsaturated Tuff Matrix at USW H-1
Using a probabilistic inverse method, an estimate is made of the groundwater flux through the unsaturated tuff matrix at drill hole USW H-1 in Yucca Mountain. The most likely flux is found...

Structural Integrity of Fontana Emergency Spillway

Estimating Damage and its Influence on Fracture Toughness
To estimate damage in a quantitative manner, a technique used whereby six values of linear strain are measured on a material element as a function of hydrostatic pressure. The high precision...

Uprating an In-Service Offshore Pipeline
The Ekofisk to Emden 36-inch pipeline, transmits gas 275 miles from the Ekofisk field to Emden, West Germany, and has been in operation since 1977. The operator Phillips Petroleum Company...

Non-Separable Baroclinic Instability and Frontal Cyclones

Design and Performance of Hydrostatic Relief System

Mobile Cranes on Barges—A Naval Architect's Perspective
The purpose of this paper is to present a procedure for analyzing the effect of heel on a barge/crane combination in order to determine its suitability for lifting a load of given size...

Elastic Instability of Girders in Miter Gates

External Hydrostatic Loading of Polyethylene Pipe

Hydrostatically Supported Sand Coastal Structures





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