Design of Shoreline Protection Measures : The Importance of Geotechnical Engineering in Waterfront Design
Over the past decade, there’s been an increased realization of the need to better protect our shorelines, particularly in urban environments along coastlines that have already been impacted by storm surge...
Adventures in Managing Water
Real-World Engineering Experiences
Sponsored by the River Basin Planning, Policy, and Operations Technical Committee of the Planning and Management Council of the Environmental and Water Resources Institute of ASCEAdventures in Managing...
Hydrologic and Hydraulic Design Methods
Computational methods for hydrologic analysis, hydraulic functions, and treatment capacity of permeable pavements vary depending on the complexity of the design and level of detail in...
Measurement of Hydraulic Conductivity of Partially Saturated Soils
Increased interest in protection of the environment has led to a need to be able to predict long-term movement of moisture, and contaminants, in the vicinity of shallow land disposal sites...
Pore Water Pressures in Unsaturated Soils
Unsaturated soils are three-phase systems composed of solid mineral matter, water, and air. Such soils may be formed by either natural or artificial means. Except in moist environments,...
Smart Levees - Getting the Most out of Flood Barriers
Design Wave (Including Scott-Wiegel Wave Spectrum Model)
The Design Wave in Shallow Water
Water Gravity Waves Generated by a Moving Low Pressure Area
3-D Hydraulic Model of Waves Generated by Displacements
Cooling by Ocean Water: Model/Field Comparison
Longshore Transport of Sand and Beach Nourishment
Artificial Beach Construction with Sand/Gravel Made by Crushing Rock
Seawalls, Seacliffs, Beachrock: What Beach Effects? Part 2
Waimea River Mouth to Kekaha Beach, Kauai, Hawaii: Two Distinctive Natural Sands
Rock Scour at Hydraulic Structures: A Practical Engineering Approach
Book Review:
Maximum Weighted Log-Likelihood Estimation for Parameterization Selection Uncertainty
Hydraulic conductivity identification remains a challenging inverse problem in groundwater modeling because of inherent non-uniqueness and lack of flexibility in parameterization methods....
Groundwater Transport Modeling Using Fuzzy Sets and Fuzzy Logic
Modeling of groundwater flow and transport is inherently uncertain. The predictive capability of the model depends upon both the quantity and quality of hydrogeologic data. The introduction...
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