Comparison of Concentration Measurements with Well-Sorted and Bimodal Sand

Measurement and Modelling of Swash Hydrodynamics

Transport of Mixed Size Sediments in a Tidal Channel

Experimental Studies on the Estimation of Deposition and Erosion Parameters of Silty Mud

Analysis, Design, Construction, and Testing of Deep Foundations
This proceedings, Analysis, Design, Construction, and Testing of Deep Foundations, consists of papers presented at the OTRC `99 Conference...

Use of Optimization Techniques to Evaluate Ground-Water Management Strategies in the Central and West Coast Basins, Los Angeles County, California
The U.S. Geological Survey and the Water Replenishment District of Southern California are engaged in a cooperative study of the geohydrology, geochemistry, and ground-water management...

Theoretical and Empirical Implications of Increasing Block Rates
(No paper) The U.S. Army disposed chemical agents, laboratory materials, and unexploded ordnance at the O-Field landfill from before World War II until at least the 1950s. Soil, ground...

Community Participation in the FEMA FIS Process: A New Way to Go
(No paper) As an experienced FEMA Study Contractor (SC), there are numerous items of interest that the community could participate in to facilitate the Flood Insurance Study (FIS) process....

Seismic Analysis of a Truss-Arch Bridge across Mississippi River

Earthquake Performance of Highway System in Tokyo

Finite Element Analysis of a Wheel Rolling in Snow

Loose-Bed Issues in River-Ice Hydraulics

Abutment Scour at Small, Severely Contracted Bridges

Modeling River Ice Using Discrete Particle Simulation

In Situ Estimation of Soil Hydraulic Properties Using Inverse Modeling

Unit Cell Analysis of 3-D Graphitic Textile-Reinforced Polymer Matrix Composites

Effects of Flow Duration on Local Scour at Bridge Piers in New York

Effects of Dissolved Air Flotation Hydraulic Loading Rate on Water Treatment Performance

Vertical Contraction Scour at Bridges with Water Flowing Under Pressure Conditions

The Separated Flow Around a Circular Bridge Pier





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