Assessing Seepage at Uncontrolled Hazardous Waste Sites
This paper presents a conceptual framework for estimating the concentration of organic contaminants in a groundwater plume over time. The basis of this framework is the application of...
Modeling of Moisture Penetration through Cover for Uranium Mill Tailings Site
Willow Creek Dam--To Be or Not To Be
In Heppner, Oregon, several alternatives for flood control were considered. A concrete gravity dam constructed using roller compaction methods was selected because of the greatly reduced...
Realistic Hydrology for Basin Management
Several realistic yet simple methods to describe infiltration, soil moisture redistribution, aquifer recharge, canal seepage and stream-aquifer interaction in a river basin are presented...
Boundary Integral Methods in Free Seepage Analysisr
Wave-Induced Seepage Effects on a Buried Pipeline
Bureau of Mines Waste Management Research Program
A Numerical Method to Describe Seepage Flow into a Row of Drain Tile
Remedial Drilling and Grouting of Two Rockfill Dams
Remedial Grouting at Hilton Falls Dam, Canada
Electric Lake Dam Grouting
Chicoasen Project Grouting and Drainage System
Optimum Water:Cement Ratios for Rock Grouting
Seepage Control with Chemical Grout
Soil-Cement for Irrigation Reservoirs
Adaptive Solution of Free Surface Problems
On–Site Disposal Effects on a Shallow Aquifer
Earth-Filled Slurry Walls Provide Economical Seepage Control
Slurry trench cut-off walls are often used for seepage control after structures requiring excavation are completed, but at a construction site on the Tennessee-Tombigbee Waterway project...
Seepage Cutoff Wall Installed Through Dam is Construction First
A new construction technique has been developed which provides a permanent solution to the foundation problems at Wolf Creek Dam. Muddy flows and sinkholes discovered in 1968 led to a...
Wave-Induced Seepage Forces on Embedded Offshore Structures
Return to search