Design Considerations Common To All Permeable Pavements
Impervious cover in watersheds without controls result in increased stormwater runoff and decreased groundwater recharge in response to rainfall events. This increased runoff can be the...

Permeable Interlocking Concrete Pavement (PICP)
Permeable interlocking concrete pavement (PICP) consists of (impervious) manufactured concrete units that form permeable voids and joints, when assembled into a laying pattern. The openings...

Achieving Success and Avoiding Failures with Permeable Pavements
This chapter provides experienced-based recommendations on how to achieve success with permeable pavements. This information is based on an informational survey completed by designers,...

Permeable Pavement Research Needs
The implementation of permeable pavement installations and practices are expanding and becoming more commonplace. With this increased usage comes expanded and improved information on design,...

The Soil-Rock Boundary: What Is It and Where Is It?

Estimation of Curve Numbers for Concrete and Asphalt
All impervious surfaces are assigned a Curve Number (CN) of 98. However, no field or experimental evidence exists (to our knowledge) that shows why the impervious CN was assigned a value...

Hydrologic Comparison of Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina
A permeable pavement parking lot in eastern North Carolina consisting of four types of permeable pavement and standard asphalt was monitored from June 2006 to July 2007 for hydrologic...

How Should the U.S. and Mexico Manage Their Transboundary Water Quality?
The purpose of this workshop is to discuss with ASCE members the progress in developing a Standards document and Management Plan document associated with water quality management across...

Turbulence, Bottom Boundary Conditions, and Sediment Transport in a Shallow Water Habitat
Field experiments were designed to explore the effects of vegetation on the hydrodynamics and sediment transport in Franks Tract, a shallow water habitat in the Sacramento-San Joaquin...

Single-Shell Permanent Lining: Reflections from the Structural Point of View

International Boundary and Water Commission, United States and Mexico, United States Section
(Abstract Only) The International Boundary and Water Commission, United States and Mexico, is responsible for applying the boundary and water treaties between the United States and Mexico....

Long-Term Performance Program
Making Something of It: Papers from the International Contest on LTPP Data Analysis 1998-1999
Sponsored by the Highway Division of ASCE; Long-Term Performance Program of the Federal Highway Administration. This collection contains papers from...

Effectiveness of Preventative Maintenance Strategies for AC Pavements Based on LTPP Distress Data

The Collision of Surf, Sand, and the Law at Lechuza Beach: Coastal Processes and Public-Private Shore Boundaries
In order to undertake coastal development opportunities, the property owner must first establish the boundary between public and private property along the beachfront in order to demonstrate...

Socioeconomic and Travel Characteristics of Chicago
This paper discusses the socioeconomic, land use and travel patterns of the Chicago area as they relate to the provision and use of public transportation. The purpose of the paper is to...

Use of Membrane Boundaries to Simulate Fixed and Floating Structures in GLLVHT

Fatigue Evaluation Procedures in the Proposed Manual for Condition Evaluation and Load and Resistance Factor Rating of Highway Bridges

Crack Sealing Performance for Flexible Pavements

Bed Roughness over Vortex Ripples

What Happens at the Seabed off a Headland during a Tropical Cyclone

 

 

 

 

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