• Planner of the Year: Chris Stanton

    Traveling throughout the Southwest, Christopher Stanton, U.S. Army Corps of Engineers Los Angeles District lead planner and Silver Jackets program manager, has built a professional reputation for dependability.
  • Army Corps announces fall drawdown elevation targets for Lake Pend Oreille

    U.S. Army Corps of Engineers announces Lake Pend Oreille elevation targets for the upcoming fall 2025 drawdown, and plans to host a public meeting Oct. 7, 2025, to provide the latest updates on water management, the spillway gate replacement project, invasive species management and Springy Point Recreation area.  
  • Vibration Proof: ERDC engineer helps protect B-2 bombers

    For nearly four decades, the B-2 Spirit, commonly referred to as the stealth bomber, has been the tip of the spear in the United States’ ability to project force on a global scale. The aircraft’s capabilities – developed in secret and once thought impossible – were on full display during the recent Operation Midnight Hammer, in which the aircraft was used to dismantle assets with Iran’s nuclear weapons program.
  • Optimal Transport-Based Full-Waveform Inversion for Shallow Seismic Data

    Abstract: Full-waveform inversion is widely used to reconstruct subsurface properties at different geologic scales. For shallow land applications using surface waves, a lack of information on the source wavelet, dispersion, and presence of higher modes increases the nonlinearity of the inverse problem. The inversion can become more challenging with the presence of near-surface complexities associated with scattering, attenuation, and high-contrast variations in the elastic parameters. Compared with the least-squares formulation, GSOT provides a more convex misfit function and reduces dependence on the accuracy of the initial model. Although a few field-data applications have shown the potential and benefits of using GSOT-based FWI with body waves, there are limited real applications of the inversion with a GSOT misfit function for NS characterization. Despite considerable effort with blind benchmark tests in exploration seismology, typically synthetic FWI examples for NS applications are demonstrated through an “inverse crime” approach. Synthetic FWI examples performed compare the performance of LS- and GSOT-based FWI with more realistic scenarios. We demonstrate the GSOT misfit function improves the initial 1D velocity models and guides the updates toward the actual subsurface properties. This enables the recovery of higher-mode Rayleigh waves and reconstruction of the cavity with better precision.
  • Acute Toxicity of Carbon Nanotubes, Carbon Nanodots, and Cell-Penetrating Peptides to Freshwater Cyanobacteria

    Abstract: Synthetic non-metallic nanoparticles have been explored to treat harmful algal blooms, but their strain-specific algicidal activities have been rarely investigated. Three batches of CNDs were prepared in-house using glucose or chloroform and methanol as the substrate and one batch of single-walled CNTs. The axenic laboratory culture of each cyanobacterial strain was exposed to an NMNP at two dosage levels for 48 h, followed by measurement of five endpoints. The endpoints were optical density at 680 nm for chlorophyll-a estimation, OD at 750 nm for cell density, instantaneous pigment fluorescence emission after being excited with 450 nm blue light for chlorophyll-a or 620 nm red light for phycocyanin, and quantum yield for photosynthesis efficiency of photosystem II. The results indicate the acute toxicity was strain-, NMNP type-, dosage-, and endpoint-dependent. The two benthic strains were more resistant to NMNP treatment. SWCNTs and fraction A14 of CND-G were more toxic than CND-G and CND-C/M. The CPP was the least toxic. The high dose generally caused more severe impairment. OD750 and OD680 were more sensitive and QY was the least sensitive. The strain dependence of toxicity suggested the potential application of these NMNPs as a target-specific tool for mitigating harmful cyanobacterial blooms.
  • USACE seeking volunteers for DeQueen Lake shoreline cleanup

    The U.S. Army Corps of Engineers is seeking volunteers to pitch in from 8 a.m. to 1 p.m. Sept. 11, 2025, for a shoreline cleanup event at DeQueen Lake.
  • 2025-0119

    The proposed project is a levee lift of the crown and protected side berm improvements on the A-East Levee Section of the South the Lafourche Levee District Larose to Golden Meadow Hurricane Levee Project. Approximately 133,132 cubic yards of borrow embankment clay fill will be required for the approximately 24,900 feet by 80 feet (45.7 acres) of the proposed 2-foot crown lift in project area. The crown will be 10 feet wide and slope at 3 on 1 down to the flood side and protected side berms of the levee. The protected side berm improvements will consist of approximately 80,374 cubic yards of borrow embankment clay fill will be required for the approximately 24,900 feet by 70 feet (40.0 acres) of the proposed protected side berm improvements. The protected side berm improvements are 70 feet wide on a 20 to 1 slope. All disturbed areas of the levee require seeding and fertilizing once complete to establish grass vegetative growth. The borrow source providing the material that will be utilized for the proposed levee lift will be evaluated for suitability prior to use to ensure compliance with all requirements under 33 U.S.C. Section 408.
  • Three-Dimensional Simulation of Finite-Strain Debonding Using Immersed Meshes

    Abstract: We propose a method for modeling interfacial damage and debonding under quasi-static loads using immersed meshes in 3D at finite strains. This is an extension of our previous work on an immersed variational multiscale discontinuous Galerkin method in 2D. The variational approach remains the same, but transitioning from 2D to 3D introduces significant complications in the computational geometry aspects. The immersed VMDG method is a stabilized interface formulation derived using variational multiscale ideas to apply discontinuous Galerkin treatment to the interface while employing a continuous Galerkin approximation elsewhere. Key benefits are the variationally derived stabilization terms that evolve during deformation and are free of user-defined parameters. Also, the transition from perfect bond to damage behavior at the interface is handled naturally by incorporating an interfacial gap variable governed by a yield criterion and a flow rule. To support 3D simulations, we introduce algorithms for integrating cut elements, forming interface segments, and computing the VMDG stabilization tensor. Cut-element integration is performed using voxel-based moment-fitting integration to avoid the robustness issues associated with using mesh Booleans and tetrahedral integration cells. Several numerical examples are presented to demonstrate the robustness, efficiency, and range of applicability of the method.
  • Hydrodynamics in the Morganza Floodway and Atchafalaya Basin, Report 5: Phase 5

    Abstract: The Morganza Floodway and Atchafalaya Basin, located in Louisiana west of the Mississippi River, were evaluated using a 2D Adaptive Hydraulics model. Prior to this study, Phase 1 and 2 model studies showed that the Morganza Floodway may not be able to pass the Project Design Flood discharge of 600,000 cubic feet per second due to levee overtopping. Phase 3 and 4 model studies help to further the understanding of how flood waters propagate throughout the floodway as well examined alternatives to increase the discharge capacity of the floodway. Phase 5 furthered the work completed in Phases 3 and 4 by exploring more alternatives to aid the Morganza Floodway in passing the Project Design Flood.
  • Hydrodynamics in the Morganza Floodway and Atchafalaya Basin, Report 4: Phase 4

    Abstract: The Morganza Floodway and Atchafalaya Basin, located in Louisiana, west of the Mississippi River, were evaluated using a two-dimensional Adaptive Hydraulics model. Prior to this study, Phase 1 and 2 model studies showed that the Morganza Floodway may not be able to pass the Project Design Flood discharge of 600,000 cfs due to levee overtopping. A Phase 3 model study helped to further the understanding of the effects of trees and vegetation on the flow capacity of the floodway. In Phase 4 of this study, changes in elevations through means of excavation as well as the cutting of rights-of-way (ROW) were examined to determine their effects on flow conveyance in the floodway.