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  • South Atlantic Coastal Study (SACS) Calibration and Validation of the Coastal Storm Modeling System (CSTORM-MS) for Water Levels and Waves: Part 1: Puerto Rico / US Virgin Island Domain

    Abstract: The US Army Corps of Engineers, South Atlantic Division, is currently engaged in the South Atlantic Coastal Study. One of the phases of this study is focused on conducting coastal storm modeling for the Puerto Rico and US Virgin Islands. This technical report details the development of input for the Coastal Storm Modeling System suite of models (WAVEWATCH III, ADCIRC, and STWAVE) for this project and presents the efforts made to calibrate model setups and validate results for four historical tropical storm events impacting the study area.
  • Evaluating Transport of Stockpiled Mississippi River System Sand for Beach Nourishment and Other Uses

    The US Army Corps of Engineers (USACE), Rock Island and St. Paul Districts, maintain 876 miles of shallow-draft navigation channels, dredging approximately 2 million cubic yards of clean, fine- to medium-grained sands from these waterways annually. Due to system constraints and certain state regulatory policies, most of this dredged material (DM) is placed in upland and island facilities. As these dredge placement areas fill with sediment, the districts need to remove sediment to create additional storage or seek new land acquisition. While a significant amount of this DM is being locally used beneficially, the current uses are opportunity driven and dictated by proximity. As such, the districts continue to seek alternative beneficial use practices. One major limiting factor to increased beneficial use is the cost of material transport. Per the Federal Standard, USACE will use the least costly DM placement alternatives that are consistent with sound engineering practices and meet federal environmental requirements. Transport beyond traditional placement sites typically costs much more. The analysis described in this report reviews nontraditional transportation modes and routes to match distant needs with river sediment.
  • Methods for 3D Printing Dredge Sediments to Sequester Contaminants

    Purpose: This technical note describes methods for preparing dredged sediment and commercially available clay for 3D printing, focusing on achieving optimal consistency and properties for successful extrusion. These methods establish best practices for using dredged sediments in 3D printing applications.
  • Demonstration of a Remotely Operated Vehicle for Inspecting the Chicago Electrical Fish Dispersal Barrier

    Purpose: This report describes the US Army Engineer Research and Development Center (ERDC) application of a remotely operated vehicle to inspect an electrical fish dispersal barrier at the bottom of the Chicago Sanitary Ship Canal (CSSC) for the US Army Corps of Engineers–Chicago District.
  • Tampa Harbor, Florida, Navigation Improvement Study

    Abstract: The Port of Tampa Bay services approximately 30.5 million tons of cargo each year (based on 2017–2021 data) and is situated on the Tampa Bay/Orlando I-4 Corridor, which serves the largest concentration of distribution centers in the state. To expand operations to include direct Asia, Mexico, and Central America services, numerous port facility improvements were required. This rapid expansion of port capabilities led to increasing difficulty of port efficiency and navigation. A study was conducted investigating proposed channel improvements addressing these issues. In 2022 and 2023, the US Army Engineer Research and Development Center (ERDC) assisted the US Army Corps of Engineers–Jacksonville District in evaluating proposed deepening and widening alternatives in Tampa Harbor by completing a ship simulation study using ERDC’s Ship/Tow Simulator. During this study, focus areas were passing lanes in Cut B and Gadsden Point Cut, the turning basin at Hooker’s Point/Port Sutton, the turn widener between Cut F and Gadsden Point Cut, and turns into Alafia and Big Bend. The proposed design was evaluated over the course of 2 weeks with four pilots. Proposed modifications were assessed through analysis of data resulting from the ship simulations including track plots, run sheets, and final pilot surveys.
  • Miami Harbor Navigation Improvements Study

    Abstract: In 2019, the US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory (CHL), Ship/Tow Simulator (STS), was used to perform a navigation study assisting the US Army Corps of Engineers, Jacksonville District. The study evaluates channel improvements to allow larger containerships to call at the Port of Miami. This study also evaluates improvements associated with the proposed cruise terminals. This study was conducted at the CHL real-time STS. Real-time refers to the fact that model time uses a 1:1 ratio to prototype time. In addition, real world environmental forces were simulated and acted upon the modeled ships during the study. These forces included currents, wind, bathymetry, and bank effects. Simulations for the project improvements were conducted at CHL for 3 weeks in August 2019 and 1 week in November 2019. Seven Biscayne Bay pilots participated in the validation and testing exercises. The design vessels include the MSC Daniela (14,000 twenty-foot equivalent unit [TEU]) container ship, the Majestic Maersk (18,000 TEU) container ship, the Allure of the Seas cruise ship, the Disney Dream cruise ship, and the M/S Paradise cruise ship. Results, in the form of track plots and pilot questionnaires, were reviewed to develop conclusions and recommendations.
  • Evaluating Beneficial Use in the 1998–2021 Sediment Placement Data with Updated Placement Categories

    Purpose: The objective of this study was to provide a comparable Beneficial Use (BU) to Disposal ratio for the data within the “historic” 1998–2021 Sediment Placement Data Viewer to the data within the 2022–Present Sediment Placement Data Viewer. In conjunction with this primary objective, a secondary target was to quantify a historic average volume of sediment placed by US Army Corps of Engineers (USACE) annually on a national scale.
  • The Quick Response Toolbox User’s Guide

    Abstract: Regional-scale beach morphology, volume, and shoreline changes are quantified using the Joint Airborne Lidar Bathymetry Technical Center of Expertise (JALBTCX) ArcGIS Python toolboxes. This user’s guide details the JALBTCX toolbox framework and the operation of the Quick Response Toolbox. A walkthrough for each individual step within the toolbox will be presented along with example data from Homer, Alaska. Best practices and example data and figures are included as additional documentation for new users.
  • Development of a Hydrogen-Fuel-Cell Emergency Response Vehicle: H2Rescue for Energy and Water Resilience

    Abstract: The successful fulfilment of the US Corps of Engineers’ civil and military missions relies on both mitigating and adapting to environmental insecurities. The prototype hydrogen-fuel-cell emergency response vehicle, H2Rescue, was built and tested to aid in disaster relief. A collaboration across government agencies and with Accelera by Cummins resulted in successful demonstrations of this vehicle, as described in this technical re-port. Additionally, researchers examined the broader economic and infra-structural factors to determine how soon such a vehicle might be mass-produced. Recommendations are given as to how a technology transfer of this research and development effort could be enacted, including the path forward for a future version of this prototype.
  • Evaluating High Water Indicators Along Lake Powell’s Shoreline, Utah-Arizona

    Purpose: This document is a technical note (TN) that outlines how to evaluate physical, chemical, biological, and statistical indicators of the ordinary high water mark (OHWM) for reservoirs of the Arid West, with identification of high water indicators around Lake Powell serving as a case study (Figure 1). The focus of this TN is to describe observed indicators, the processes that shape them, and how to put the information in context based on past and present water levels. It can be particularly complicated to evaluate evidence of OHWM in arid west lakes, because of the years of drought that has occurred in this region, leaving indicators high and dry over years. Therefore, this TN also provides information on how to apply the same weight-of-evidence (WoE) approach that was introduced for OHWM delineation in rivers and streams by David et al. (2025) to arid west lakes and reservoirs. Lake Powell is used as a case study to show how to interpret the indicators along the lake and evaluate the relevance, strength, and reliability of these indicators in relation to high water stage in the lake.