Stormwater Management in Birkeland Basin, Bergen — Sixteen Years Research and Experiences

Long Term Behavior of Tunnels in Chicago Clay

Design Considerations Due to Groundwater Contamination: Minnesota Library Access Center

Water, Water, Everywhere (Available in Geoenvironmental special issue only)
The discovery of extensive contamination just prior to construction of an underground library storage facility prompted engineers from the Minneapolis-based firms CNA Consulting Engineers...

Estuarine Acidification Caused by Drainage of Pyritic Sediments in Coastal Lowlands

Two-Dimensional Hydrodynamic Model of St. Lucie Estuary

Development of Baseline Water Quality Stormwater Detention Pond Model for Chesapeake Bay Catchments

Management of Hydrographic Basins: Considerations in Application of the Network Method

In Situ Performances Assessment of Different Final Cover Systems of Municipal Solid Waste (MSW) Landfill (France)

Resolving the Water Wars: The Compacts Between Alabama, Florida, and Georgia
(No paper) Several water supply proposals on behalf of Georgia have caused a water rights ?war? which pits Alabama and Florida against Georgia in the Apalachicola, Chattahoochee, and Flint...

Estimation of Peak Flood Discharge for Halilrood Basin, Iran
The peak flood discharge from catchments is one of important information needed for the planning of the water resources projects. In many cases long term data of annual runoff are not...

Basin Response Time: Potential Hydrologic Basin Handprint
Hydrologic lead time is an important factor in many water resources engineering applications. The determination of the response time of a watershed to runoff-producing rainfall is the...

A GIS-Based Interactive Decision Making Tool for Watershed Management
(No paper) BASINS—Better Assessment Science Integrating Point and Nonpoint Sources, a geographical information system- (GIS-) based tool developed and released by the US EPA, provides...

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...

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...

Interactive Flood Response Plans: Internet/Intranet Formats with National Implications
(No paper) An effective flood response plan takes into account the needs of and utility to the end user of that plan—namely the local emergency response community. A flood response plan...

Water Quality in the Sierra Vista Subbasin, Southeastern Arizona: A Baseline for the Future
As part of the U.S. Geological Survey's (USGS) National Water-Quality Assessment program, water-quality studies were completed in the Sierra Vista subbasin in southeastern Arizona during...

Ground-Water Quality in Basins with Minimal Urban Development, Arizona
Ground-water quality data (191796) from 2,013 wells in 16 alluvial basins that have minimal urban development, were used to determine the effect of nonurban factors on ground-water quality...

Field Trial of Tire Shreds as Insulation for Paved Roads

The Arch Bridge Mystery
For some years, concrete from the Manayunk Bridge—a long-idle, spandrel-arch railroad bridge in Philadelphia—had been spalling toward the streets and river below. While a system of nets...

 

 

 

 

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