Comparison of Infiltration Equations Using Flooding Infiltrometer Data
Based on three flooding infiltrometer tests, 27 hydrographs produced by HEC-1 were used to compare peak discharge, time to peak, and storm runoff volume using three infiltration functions....
Why Design Storm Methods Have Become Unethical
This paper discriminates between continuous and event modelling, and describes some dimensions of ethical design for sustainable ecosystems. Arguments are presented that event modelling...
Winter Storm Mapping a Geographic Information Systems Transportation Applications
The Winter Storm Mapping System (WSMS) has grown out of our Geographic Information System for Transportation (GIS-T). The development of this project began the spring of 1991 on the State...
Hydrologic Analysis of Leveed Interior Areas
Flood damage reduction projects that include levees or flood walls usually involve special problems associated with isolated interior areas. Storm runoff patterns may be altered and remedial...
Urban Stormwater Runoff Control System?Village of Skokie, Illinois
Combined sewer systems in many communities lack the capacity to convey stormwater runoff from even small to moderate storm. This inadequate capacity, in turn, causes basement flooding...
Combined Sewer Overflow Abatement Planning Based on SWMM EXTRAN Modeling
This paper discusses use of the Storm Water Management Model (SWMM), with the EXTRAN block as the hydraulic transport mechanism, as a tool for developing a facilities plan for abating...
Characterizing Urban Runoff Quantity and Quality
A method using simulated flows and measured pollutant concentrations was successfully applied to estimate pollutant loadings resulting from runoff during storm events from an urban area....
The Fairfield-Suisun Urban Runoff Management Program: The Approach of Small Communities to NPDES Permitting
The Fairfield-Suisun Sewer District is responsible for NPDES permit acquisition and maintenance of the storm drainage facilities of the Cities of Fairfield and Suisun City, California....
NPDES Municipal Storm Water Permit?A Utility Approach
Salt Lake City Department of Public Utilities (SLCPU) is the agency responsible for the operation of the drainage facilities in Salt Lake City. The drainage function is established as...
Proposed Storm Water Management Programs: An Opportunity for Coastal Municipalities to Improve Water Quality
On November 16,1990, the Environmental Protection Agency (EPA) promulgated a final regulation establishing National Pollutant Discharge Elimination System (NPDES) permit application requirements...
Recovery of Vegetation of Barrier Island Washover Zones
Barrier islands are prime examples of disturbance dominated ecosystems. They are formed, shaped, and moved by hurricanes. During storms overwash uproots large expanses of vegetation and...
Origin, Development and Stratigraphy of Tidal Deltas at Hurricane Pass, Pinellas County, Florida?An Example of Modern Tidal Delta Architecture from a Microtidal Coast
Sequential analysis of aerial photographs taken between 1926 and 1990 have helped to define the morphological development of the tidal deltas at Hurricane Pass, and along with other historical...
Federal Damage Assessments in New England After the Halloween '91 Northeaster
The unusually long period waves which characterized the storm of 30-31 October 1991 caused it to be one of the most destructive storms to impact the New England coastline. To assess emergency...
Project Performance: Ocean City, Maryland Beach Nourishment
Detailed monitoring of the performance of a two-phase beach nourishment project has provided valuable information on beach fill behavior and long-term response of a beach fill to prevailing...
Revere Beach and Point of Pines, Massachusetts, Shore Front Study
This paper describes a study conducted by the Coastal Engineering Research Center (CERC) to determine the degree of storm protection provided by an existing coarse beach fill at Revere...
Simulation of Beach Fill Response to Multiple Storms, Ocean City, Maryland
The beach fill project constructed over 1988-1991 at Ocean City, Maryland, includes nearshore wave and water-level measurements and high-accuracy beach profile sea-sled surveys performed...
Forecasting Wave Attenuation Performance for Marinas
A methodology is presented for interpreting the performance of a dynamically acting floating attenuator in a field of irregular waves. The analysis explains the physical significance of...
Wave-Induced Erosion on a Tidal Marsh Shoreline in Corte Madera Bay
One of the primary factors controlling the formation and configuration of a shoreline is the interaction of waves with the shore. A monitoring program was set up at the Corte Madera Ecological...
Impacts of Winter Storms on Sediment Transport Within the Terrebonne Bay Marsh Complex
Winter storms provide important controls on erosion and deposition in coastal Louisiana. An unanswered question of the Louisiana land loss problem is how these storms impact sediment flux...
Wave Boundary Layer Above the Submerged Coastal Slope
A calculation method of parameters of turbulent boundary layer formed by waves is proposed. A calculation of boundary layer on a rough slope with inclination typical for steep Caucasian...
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