10 Nov 2025

Spatial Analyses of Atmospheric Rivers in the Willamette River Basin of Oregon: Literature Review and Atmospheric River

Abstract: This technical note summarizes the literature review and atmospheric river (AR) detection technique data collection and initial processing activities that were performed in preparation to spatially storm type (i.e., categorize) AR extreme storm events in Oregon’s Willamette River Basin (WRB). Storm typing is performed to develop a homogeneous extreme event dataset for precipitation-frequency analyses, whose products are used to support business line (e.g., Dam and Levee Safety and Flood Risk Management) activities of the US Army Corps of Engineers (USACE). Twenty-three Atmospheric River Tracking Method Intercomparison Project (ARTMIP) Tier 1 data catalogs were collected from the US National Science Foundation’s National Center for Atmospheric Research Climate Data Gateway (Rutz et al. 2019). Each catalog models the binary presence or absence of an AR on a gridded basis, globally, at a three-hour time step from 1980 to 2016. Any ARTMIP Tier 1 catalog could effectively be selected and applied to segment AR extreme storm events for a given area by intersecting it with a prescribed precipitation dataset. However, each catalog characterizes the presence or absence of ARs differently. Hence, there exists uncertainty regarding which ARTMIP Tier 1 catalogs to select for a given practical application. This technical note addresses the uncertainty associated with ARTMIP Tier 1 catalog choice by generalizing model selection (i.e., which ARTMIP Tier 1 methods to use). Monthly climatological AR frequency was calculated throughout the WRB for each of the 23 ARTMIP Tier 1 data catalogs. Thirteen of the AR identification and tracking methods that together consistently calculated climatological AR frequency throughout the WRB were selected to form an ensemble subset. The 13-member ensemble could be used to develop AR storm type (Ralph et al. 2019) annual and seasonal maxima datasets to compute areal-precipitation-frequency estimates for the contributing drainage areas of dams in the WRB that are operated and maintained by USACE.

5 Nov 2025

Physical Modeling of Filling and Emptying (F&E) Systems of Proposed 1,200 ft Chambers at Locks 22 and 25: Hydraulic Model Investigation

Abstract: The US Army Corps of Engineers (USACE) is considering navigation improvements for several projects to meet predicted increases in tow traffic at the Lock and Dam 22 and Lock and Dam 25 sites in the Mississippi river. Some of these improvements include the addition or replacement of the navigation lock at the site. The following document contains the laboratory model investigations of the lock filling and emptying (F&E) system for additions at the sites. This report provides the results of research testing under the Navigation and Ecosystem Sustainability Program (NESP). The design guidance includes culvert geometry, port size, location, and spacing. Guidance for the lock chamber performance, based on acceptable filling and emptying operations is also included. The results show that the original design is a feasible design based on the hydraulic performance of the system as a result of the experimental tests. Further discussions with the St. Louis District (CEMVS) arrived at a new culvert to port transition design that was more in line with the existing geometry at Lock and Dam 25. The new design and port spacing configuration were agreed by CEMVS and ERDC to not have significant impact on hawser forces or the overall chamber performance.

24 Oct 2025

Hydraulic Evaluation of the Proposed Brandon Road Lock Flushing System

Abstract: The Great Lakes Mississippi River Interbasin Study is a US Army Corps of Engineers effort focused on stopping the migration of aquatic nuisance species (ANS) from the Mississippi River to the Great Lakes. Brandon Road Lock and Dam (BRLD) has been chosen as the location to stop this northward migration. The study described in this report focuses on the performance of a proposed lock flushing system intended to reduce the risk of ANS from passing northward through BRLD. This system is a modification of the existing filling/emptying (F/E) system and must perform as both a lock flushing system and the F/E system. This study focuses on determining the performance of the flushing system and the F/E system to establish flushing and F/E operating parameters for safe lock operation. The results presented include qualitative descriptions and quantitative measurements of the flushing and F/E systems’ hydraulic performance. Finally, this study investigates commercial barge tows entering and exiting the lock chamber to determine the effects such barge tow movement has on both the barge tow and the vessel-generated currents. This report provides recommendations for flushing system and F/E system operation and commercial barge traffic considerations during flushing.

17 Oct 2025

Northeast Florida Regional Sediment Management: A Guide to Using Dredged Material for Estuarine Restoration

Abstract: Regional sediment management is a systems approach using best management practices for more efficient and effective use of sediments in coastal, estuarine, and inland environments. The primary RSM objective for this Northeast Florida study is to determine what opportunities exist to beneficially use dredged material for ecosystem restoration and habitat enhancement. A secondary objective is to ensure more efficient use of federal funds by coordinating dredging schedules for navigation projects with federal, state, and local authorities. This study met these objectives through collaboration with stakeholders on the technical, social, and cultural components required to combine resources to meet common goals. The Federal Standard for navigation projects in Northeast Florida is either upland disposal or disposal at the Jacksonville Ocean Dredged Material Disposal Site. This document describes five beneficial uses of dredged material: (1) thin-layer placement, (2) island creation and restoration, (3) dredged hole filling, (4) shoreline stabilization, and (5) upland beneficial use. Dredged material from navigation projects throughout Northeast Florida was considered, including Fernandina Harbor, Kings Bay Naval Submarine Base, Jacksonville Harbor, St. Augustine Inlet, Ponce De Leon Inlet, and the Atlantic Intracoastal Waterway. For each placement strategy, the document outlines the required sediments, volumes, construction methodologies, and estimated costs.

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.