Coastal Benefits and Impacts of Dismantling Matilija Dam
A numerical shoreline evolution model was used to examine the shoreline changes associated with the release of 2.3 million cubic meters of beach quality sediment from behind Matilija Dam....
Applicability of Scour Equations in Tidal Areas
Bridge scour and waterway instability in the coastal region where waterways are subjected to tidal flow can be subjected to mass density stratification, water salinity, sedimentation...
Coastal Dynamics '95
Demands to both utilize and preserve the beaches of the world require improved understanding of the underlying dynamics of the coast, as well as better modeling capabilities. To these...
Behavior of Tall Frame Combining Rigid and Semi-Rigid Connections
In this paper, the applicability of the mixed use of rigid and semi-rigid connections in the tall frame is discussed. It is tried. for 4-bay 8-storey frame to be numerically analyzed for...
Coastal Groins and Nearshore Breakwaters
Technical Engineering and Design Guides, as adapted from the U.S. Army Corps of Engineers No. 6. This book provides guidance for the design and placement...
Effects of Drifting on Snow Loads on Large Roofs
In areas that experience significant snow fall, snow loads typically produce the governing environmental load cases for a large span roof. Therefore for large span roofs there are considerable...
Modeling of the Ventilation for Emplacement Drift Re-Entry and Rock Drying
Different ventilation scenarios were analyzed for a hot repository with a 114 kw/Acre heat load, to determine the time required to cool a drift to the point where the temperature of the...
The Results of Near-Field Thermal and Mechanical Calculations of Thermal Loading Schemes
Two waste emplacement schemes, borehole and in-drift, are under evaluation as potential repository drift geometries for the Yucca Mountain Site Characterization Project. Calculations were...
The Northern Coast of the State of Rio De Janeiro
This work presents a general characterization of a portion of the coastline of the State of Rio de Janeiro, based on observations made between 1988 and 1992, as part of Littoral Rio project....
Argentine Deltas Morphology
Only two deltas are located along the Argentine coast, both of them at Buenos Aires state. The northern one is the Parana Delta at the Rio de La Plata estuary (34.99' Lat. Sur) and the...
Managing Beach Erosion in Fortaleza, Brazil
The littoral of the metropolitan region of Fortaleza City, State of Ceara in the Northeastern part of Brazil, has suffered significant morphological changes during this century. There...
Historical Shoreline Position Change for the Mainland Beach in Harrison County, Mississippi
Historical shoreline position change (1851/52 to 1986) associated with the mainland beach in Harrison County, Mississippi, are controlled by engineering activities associated with beach...
Management and Engineering at Araruama Lagoon, Brazil
Contrary to generalized expectations, the shores of Araruama Lagoon turned out to be abundant of examples of morphological changes, primarily due to disregard of basic coastal engineering...
Historical Shoreline Analysis of the Mississippi Gulf Coast
Historical shoreline positions of the Mississippi mainland coast and the barrier islands were digitized for four periods of time. USGS T-sheets provided control for the 1850's, 1917, and...
Relationship Between Wave Climate and Performance of a Recently Nourished Beach, Indian Rocks Beach, Pinellas County, Florida
A large beach nourishment project was completed at Indian Rocks Beach on the central Gulf coast of Florida in December of 1990. The performance of the project has been monitored monthly...
Monitoring the Evolution of a Beach Nourishment Project
Despite the increasing popularity of beach nourishment in response to coastal erosion, few projects have been monitored sufficiently to allow quantification of the sediment transport mechanisms...
Beach Enhancement Through Nourishment and Compartmentalization: The Recent History of Santa Monica Bay
During the past half-century, the beaches in the central and southern portions of Santa Monica Bay have been significantly enhanced by a combination of artificial nourishment and structural...
Predictability of Beach Nourishment Performance
Beach nourishment projects represent planform anomalies and are generally placed steeper than the natural profile. These disequilibrium conditions induce cross-shore and longshore sediment...
Optimization of Beach Fill Transitions
Accentuated erosion or end loss by excessive longshores and transport occurring at abrupt lateral terminations of beach fills can compromise a fill's shore-protection functioning and longevity....
Breakwater Design in the Chesapeake Bay: Dealing with the End Effects
This paper documents various methods for treating the terminal ends of headland breakwater systems. Twelve sites in Chesapeake Bay were selected for study. In selecting design alternatives,...
Return to search