Every year, approximately 300 million m(3) (400 million yd(3)) of sedi
ment is dredged from the United States' waterways (Fairweather, 1995).
Although the primary purpose is to increase navigational capacities o
f channels, engineers are constantly seeking more effective and enviro
nmentally acceptable disposal methods for dredged materials. When the
Port of Houston Authority faced this challenge, the Beneficial Uses Gr
oup (BUG) decided to utilize dredged material from the Houston Ship Ch
annel to construct over 1720 hectares (4250 acres) of intertidal salt
marshes. Starting in February 1994, three geosynthetic materials were
installed along 1000 m (3300 ft) of dredged material containment levee
at a demonstration marsh built on the east side of Atkinson Island. P
roposed as possible cost-effective alternatives to conventional riprap
, the three materials chosen included a cellular confinement system, f
abricated geotextile tubes, and a three-dimensional woven geotextile f
or the shoreline protection. The three-dimensional woven geotextile wa
s installed on 2H:1V slopes and secured using anchor trenches, hairpin
-shaped reinforcing steel bar and duckbill anchors. To date, the produ
ct has helped to maintain a stable, nonerosive levee and promoted dive
rsified aquatic vegetation (Anonymous, 1994). The project continues to
be closely monitored by the Port of Houston Authority, the US Army Co
rps of Engineers, the Environmental Protection Agency, the National Re
sources Conservation Services and a host of other agencies. This paper
describes the background, selection, installation, and performance of
the three-dimensional woven geotextile used for erosion protection al
ong 122 m (400 ft) of levee on this demonstration project. Chronologic
al data, field observations and photographs are included to compliment
the observations and conclusions made by the authors, and others, fro
m the time of installation to present. Copyright (C) 1996 Elsevier Sci
ence Ltd.