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  • Development of a Sand Boil Testing Laboratory and Preliminary Results

    Purpose: To document the purpose, use, and preliminary results of a full-scale sand boil generator developed at the Geotechnical and Structures Laboratory.
  • Backward Erosion Testing: Magnolia Levee

    Abstract: Using a confined flume device, an experimental study investigated the critical horizontal gradient of soils obtained from a site identified as potentially vulnerable to backward erosion piping (BEP). Tests were conducted on glacial outwash material obtained from a sand and gravel quarry in the vicinity of Magnolia Levee in the community of Magnolia, OH. The two bulk samples collected from the quarry had similar grain-size distributions, grain roundness, and depositional environments as the foundation materials beneath the levee. Samples were prepared at various densities and subjected to gradual increases of flow in a wooden flume with an acrylic top until BEP was observed. The critical average horizontal gradient ranged from 0.21 to 0.30 for a bulk sample with a coefficient of uniformity of 1.6, while tests conducted on a bulk sample with a coefficient of uniformity of 2.5 yielded critical average horizontal gradients of 0.31 to 0.36. The critical average gradients measured during these tests compared favorably to values in the literature after applying adjustments according to Schmertmann’s method.
  • The Response of Vegetated Dunes to Wave Attack

    Abstract: Vegetation is believed to increase the stability of dunes during wave attack, but limited data is available. A physical model study was performed to evaluate changes in the dune stability with and without biomass, both above and belowground. The above and belowground biomass was modeled using wooden dowels and coir fibers, respectively. For both the collision and overwash storm impact regimes, the results of this study clearly demonstrate that the inclusion of biomass in the model dune reduces the erosion and overwash. The combination of both above and belowground biomass was the most effective at reducing erosion followed by belowground biomass, with aboveground biomass providing the smallest benefit regardless of the wave condition and water level. Additionally, the overwash of sediment and water was decreased with the inclusion of biomass, following the same trends as the erosion. As the dune eroded, the storm impact regime transitioned from collision to overwash. The inclusion of biomass delays this transition in storm impact regime, providing greater protection to coastal communities. This study highlights the need to consider dune vegetation for dune construction and coastal planning.
  • Spatial Variability of Coastal Foredune Evolution, Part A: Timescales of Months to Years

    Abstract: Coastal foredunes are topographically high features that can reduce vulnerability to storm-related flooding hazards. While the dominant aeolian, hydrodynamic, and ecological processes leading to dune growth and erosion are fairly well-understood, predictive capabilities of spatial variations in dune evolution on management and engineering timescales (days to years) remain relatively poor. In this work, monthly high-resolution terrestrial lidar scans were used to quantify topographic and vegetation changes over a 2.5 year period along a micro-tidal intermediate beach and dune. Three-dimensional topographic changes to the coastal landscape were used to investigate the relative importance of environmental, ecological, and morphological factors in controlling spatial and temporal variability in foredune growth patterns at two 50 m alongshore stretches of coast. Despite being separated by only 700 m in the alongshore, the two sites evolved differently over the study period. The northern dune retreated landward and lost volume, whereas the southern dune prograded and vertically accreted. The largest differences in dune response between the two sections of dunes occurred during the fall storm season, when each of the systems’ geomorphic and ecological properties modulated dune growth patterns. These findings highlight the complex eco-morphodynamic feedback controlling dune dynamics across a range of spatial scales.
  • Old Hickory Lake shoreline project addresses erosion nearby slave cemetery

    HENDERSONVILLE, Tenn. (July 23, 2021) – Maintenance personnel onboard the Motor Vessel Iroquois removed vegetation and stabilized a section of shoreline on Old Hickory Lake this week to address erosion issues nearby the historic Rock Castle Slave Cemetery, an important cultural resource in the community.
  • Sarasota celebrates completion of Corps re-nourishment project at Lido Beach

    SARASOTA, Fla. – The U.S. Army Corps of Engineers Jacksonville District, Sarasota City officials and local beach lovers gathered to celebrate the completion of the district’s Hurricane and Storm Damage Reduction project at Lido Beach May 27, 2021.
  • Eight Mile Creek Levee Culvert Replacement Project Ready to Advertise

    The U.S. Army Corps of Engineers Memphis District recently met a tasker milestone known as “Ready to Advertise” for the Eight Mile Creek Levee Culvert Replacement Project in Greene County, Arkansas, Feb. 5, 2021.
  • Corps awards contract for Sunny Isles Beach renourishment

    The U.S. Army Corps of Engineers, Jacksonville District awarded a contract on Jan 26 to Eastman Aggregate Enterprises, LLC of Lake Worth, Florida, for $14,040,069.05, for the Sunny Isles Beach shoreline renourishment project, part of the Miami-Dade County Beach Erosion Control and Hurricane Protection Project.
  • Corps announces contract award for Broward County Segment II beach renourishment

    The U.S. Army Corps of Engineers, Jacksonville District announces the award of an $11 million construction contract for the Broward County Segment II beach renourishment project.
  • 20-057 Corps of Engineers completes levee repair in Dayton, WA; begins repairs in Milton-Freewater, OR

    Walla Walla, Wash. – The U.S. Army Corps of Engineers’ Walla Walla District completed repairs for the Dayton Levee Project on Nov. 16 and began repairs on the Milton-Freewater Levee Project on Nov. 18.