Structural Engineering in the 21st Century
This proceedings, Structural Engineering in the 21st Century, contains papers presented at the 1999 New Orleans Structures Congress held on...

Roughness Coefficients in Manning's Equation as an Estimating Tool for Bankfull Discharge in Natural Channels
(No paper) This paper compares the results of Annable's work to the roughness coefficients by stream type given in Rosgen (1994) as well as some additional coefficients from the eastern...

Dynamic Groundwater Remediation Design with Genetic Algorithms
In groundwater remediation design it has been shown that dynamic policies, in which the pumping strategies may vary throughout the remediation period, can result in more cost-effective...

Sensitivity of Stormwater Conveyance System Cost to Design Recurrence Interval
(No paper) The cost of a piped and/or swaled stormwater system is determined principally by the storm recurrence interval (e.g., 5-year design storm) used to design it. That is, the present...

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:...

Impacts of Global Climate Change upon a Regional Aquifer System in the Northeastern United States
(No paper) The Charles River Basin is a major water resource in eastern Massachusetts. It used for a variety of purposes including water supply, industrial cooling, waste disposal, flood...

A Leadtime Driven Flood Warning Response Plan Design
(No paper) The paper examines the optimal combination of predictive and detective capabilities in the development of the Wickenburg Flood Response Plan and extrapolates those findings...

City of Sedona Wastewater Reclamation Plant Upgrade: How to Teach an Old Dog New Tricks
(No paper) The City of Sedona's early 1990's wastewater treatment plant was difficult to control, prone to plant upsets, near capacity and often experienced on-site sewage spills. Additionally,...

Seismic Analysis of Buried Pipelines

Bridge Seismic Retrofits in Seattle

Seismic Retrofit and Instrumentation of the 5/52 Interchange in San Diego, California

Bridge Earthquake Protection with Seismic Isolation

Performance-Based Criteria for San Francisco–Oakland Bay Bridge West Span Seismic Retrofit

Simplified Inelastic Analysis of Bridge Pier Considering Isolation System

Geotechnical Aspects of Foundation Design and Construction for Pipelines Buried in Liquefiable Riverbed

Case Studies of Seven Seismic Improvement Programs: Summary and Recommendations

Improving the Seismic Resistance of Steel Tanks: Technical and Cost Implications

Design of an Isolated Steel Bridge for Serviceability

Seismic Design of Prestressed Concrete Tanks

Improving Earthquake Performance of Power Systems





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