15 Oct 2025

An Investigation into the Correlation Between Selected Coastal Protection Indices and Percent Residual Dune and Berm Volumes Following Coastal Storms

Abstract: Morphometric indices describe the dimensions of a dune and berm profile and can serve as relative metrics of coastal protection. However, coastal vulnerability to storm damage also depends on storm, wave, sediment, and offshore characteristics. Recently, more elaborate non-morphometric indices have been proposed in an effort to account for these other factors. This study compares the correlation between these morphometric and non-morphometric indices and one measure of coastal protection, the ability of a dune and berm profile to resist storm-induced changes in volume. This study uses a numerical-simulation approach rather than an empirical approach because a sufficiently comprehensive set of observational data does not exist. A randomized sample of dune and berm profiles were generated at eight coastal locations. Using the cross-shore numerical model (CSHORE), storm-induced changes in dune and berm volume were simulated for storms of low to moderate severity. The correlation between the various prestorm indices and the percentage of prestorm dune and berm volume remaining after the storm was calculated at each location. Results show that no single index always exhibits a higher correlation with percent dune and berm volume remaining. However, some indices were far more likely than others to produce higher correlations.

15 Oct 2025

Use of Chirp Sub-bottom Acoustic Profiling to Assess the Integrity of the Submerged Portion of the Jonesville Lock and Dam, Located at Jonesville, Louisiana

Abstract: Jonesville Lock and Dam serves as a critical navigation conduit along the Black River in Louisiana. The structure has previously been impacted by localized scour, leading to concerns regarding the structure’s long-term integrity and an effort to stabilize the structure with targeted fill efforts. Despite these efforts, operators continued to observe localized water and sediment swirls and boils during high-flow events, suggesting that scour is still an ongoing concern. Recent research suggests that shallow acoustic sub-bottom mapping might be able to identify ongoing or historical scour along and underneath concrete structures, and that technique was evaluated at Jonesville. Sub-bottom profiles revealed density anomalies along the inside, eastern wall of the lock structure and underneath both the lock floor and the wall. These anomalies are interpreted to represent an erosional surface created by ephemeral scour events, with subsequent infilling of homogenous, fine-grained sand. The complex geology on which Jonesville is constructed likely contributes to the localized scour observed at this navigation facility.

7 Oct 2025

Gravel Investigations Informing Resource Management Within the Lower Mississippi River

Abstract: This report integrates available information about gravel deposits within the Lower Mississippi River (LMR) from previous studies coupled with new analysis to identify reoccurring observed gravel locations. This study also summarizes spatial and temporal trends of bed material sediment characteristics, focusing primarily on gravel. Moreover, selected data sets from previous studies, and field and aerial observations have been added to a geographic information system (GIS) database housed in ArcPro to illustrate observed gravel locations. Last, a literature review documenting the ecological importance of gravel bars to riverine fauna and a brief discussion of potential technologies to support conservation efforts are included. Major findings summarized herein are (1) the presence of gravel deposits tend to decrease in a downstream direction along the LMR; (2) qualitative analyses of aerial videos suggest that gravel-predominant bars are more common between River Miles 953 and 681; (3) past investigations have documented gravel sizes at rivers bars ranging from pebbles to boulders; (4) the gravel content in LMR bed material samples has decreased since 1932; and (5) more detailed surveys are needed to better delineate the spatial extents and depth of gravel bars and identify suitable technology to detect potential buried gravel.

1 Oct 2025

Fort McHenry Limited Access Channel: Ship Simulation Study

Abstract: The Port of Baltimore (POB), Maryland is the primary US entry point for roll-on/roll-off cargo and significant export location for coal. POB generates millions of dollars in revenue per day. The collapse of the Francis Scott Key Bridge brought about by the M/V Dali striking of Pier 19 closed the POB to all vessel traffic, halting all port business. The US Army Engineer Research and Development Center (ERDC), Coastal and Hydraulics Laboratory (CHL) conducted an emergency ship simulation study to assist the US Army Corps of Engineers, Baltimore District (CENAB) in evaluating the viability of a proposed limited-access channel around the site of the M/V Dali accident. During this study and with the participation of the Association of Maryland Pilots (AMP), ERDC-CHL was able to confirm the viability of the limited-access channel for five different classes of vessels drafting less than 35 feet.

1 Oct 2025

Numerical Storm Surge Modeling and Probabilistic Analysis for Evaluating Proposed New Jersey Back Bays Inlet Closures

Abstract: The US Army Corps of Engineers, Philadelphia District, and the New Jersey Department of Environmental Protection are currently engaged in the New Jersey Back Bays (NJBB) Coastal Storm Risk Management Feasibility Study. The US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, conducted a numerical hydrodynamic modeling and probabilistic hazard analysis study to evaluate the effectiveness of storm surge barriers in reducing water levels in the NJBB. The numerical modeling study included the simulation of water levels and a comparison of water surface elevations and corresponding annual exceedance frequency between existing conditions and six final project alternatives. Results from the hydrodynamic simulations and probabilistic analysis are presented herein.

30 Sep 2025

EWN Compass: Implementation Toolbox for Natural and Nature-Based Features

Purpose: This Engineering With Nature® (EWN®) technical note introduces the EWN Compass: Implementation Toolbox for Natural and Nature-Based Features—a user-friendly, web-based application developed using Esri ArcGIS Online. Designed to support practitioners in selecting and integrating natural and nature-based features (NNBF) into infrastructure projects, the toolbox provides structured access to existing resources, case studies, and environmental data to inform resilient and sustainable design solutions.

29 Sep 2025

Understanding Hurdles to Expanded Beneficial Use of Dredged Sediment: Stakeholder Perspectives

Purpose: This technical note (TN) is the second in a series of investigative reports seeking pathways and opportunities to expand beneficial use (BU) of dredged material (DM). This TN summarizes the results of stakeholder outreach and feedback on perceptions about potential BU barriers to be overcome. The purpose of the study was to aid the US Army Corps of Engineers (USACE) dredging and DM management practices, specifically BU of DM (hereinafter BUDM), that USACE manages from various navigation channels and ports around the nation. Per the 28 January 2023 Chief of Engineers’ Command Philosophy Notice, USACE is aiming to achieve a goal of 70% BU by the year 2030 (HQUSACE 2023), hereinafter the Chief’s 70/30 goal.

29 Sep 2025

Asset Condition and Probability of Failure Assessment–A Vision for Civil Works: A Document to Guide Collaboration and Innovation for the US Army Corps of Engineers Civil Works Asset Management System

Abstract: The US Army Corps of Engineers (USACE) is rapidly improving its asset management system through a variety of research projects and other work efforts that focus on how risk, condition, and probability of failure are conceived, communicated, and used for decision-making across the agency. As these projects move forward, it is critical that USACE defines a long-term vision for condition and probability of failure assessments across the entire asset management system. This Special Report defines that vision with the goal of achieving consensus and buy-in from a variety of participants that will need to buy-in to achieve success. An additional benefit to identifying an end vision for this work is to identify collaborative opportunities and any gaps that must be addressed to achieve it.

29 Sep 2025

State of Practice and Recommendations to Enhance Probability of Failure Estimates for Civil Works Infrastructure Components

Abstract: As the US Army Corps of Engineers (USACE) continues to improve its asset management system, it is imperative that maintenance investments across its wide infrastructure portfolio are maximizing risk reduction. A key component of risk is probability of failure. Presently, USACE estimates probability of failure for asset components in a variety of ways across business lines, activities, and decision spaces. This document explores the variations in the state of practice for probability of failure estimates across USACE and contrasts them with available best practices and methodologies. The review found several key gaps between the state of practice and best practices, including a lack of component failure and life data useful for time-to-failure parameter estimates, a lack of codified definitions of failure, no clear and consistent guidance for probability of failure estimates across business lines or decision spaces, and no methodologies that account for environmental variation at a facility. These gaps are addressed by a research strategy that compares and contrasts several probability of failure calculation methods using presently available data, identifies relevant life data for future collection, and defines a framework for investing in improved probability of failure assessments at facilities.

29 Sep 2025

River Training Structure Design Study for Stabilization at Bonanza Bar

Abstract: The Huntington District (LRH) has repeatedly dredged within the navigation channel at Ohio River Mile (RM) 353, adjacent to a location known as Bonanza Bar. An in-channel bar has developed from the placement of the dredged material along the left-descending bank where a bar was historically present. Recently, the frequency of dredging in this area has decreased, suggesting that the presence of the bar is providing some degree of channel constriction. LRH approached the US Army Engineer Research and Development Center to model possible river training structures to provide channel constriction and stabilize the placement of dredged material at Bonanza Bar. A two-dimensional hydraulic numerical model was developed to test structural alternatives by estimating the impacts on the velocities within the main channel, along the length of the bar, and along the mussel habitat within the side channel. Various rock dikes with bank protection were modeled and general design guidance and modeling results are presented. Modeling results indicate increases in main channel velocities and decreases in flow behind the structure for all modeled alternatives. Rootless dikes and bullnose chevrons provide adequate space and flow for side channel presence as opposed to the continuous and notched dikes.