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  • Barge Arrest System for Dams on Inland Waterways: Design Criteria

    Abstract: The US Army Engineer Research and Development Center (ERDC), through the Navigation Systems Research Program, has begun developing a barge arrest system to reduce the damage and recovery costs of allisions (impact events) at US Army Corps of Engineers (USACE) lock and dam (L&D) sites. This development effort addresses a need for a mitigation strategy to address allisions from uncontrolled, breakaway barges following accidents that occur on a relatively frequent basis near USACE L&D sites summarized in the USACE Statement of Need 1974. These allisions have caused millions of dollars in recovery and repair costs to both the L&D structure and to navigation industry property (USACE 2005). In extreme situations, barge impacts to multiple gates have inhibited USACE’s ability to regulate water levels. This Coastal and Hydraulics Engineering Technical Note (CHETN) describes the general problem and findings from an initial design charette conducted with USACE subject matter experts (SMEs) across various technical disciplines. This initial design charette focused on the identification of design criteria for the prototype design and potential case study sites.
  • Impact of Vessel Operations on Navigation Channel Stability and the Broader Environment: Insights from a Workshop Held 4–5 September 2024

    Abstract: Vessel operations in the US Army Corps of Engineers (USACE) portfolio of waterways create a range of environmental and navigation challenges. This report documents the proceedings of a workshop highlighting research and development (R&D) on vessel-related navigation channel stability and associated environmental impacts. Across 13 workshop presentations, three major themes emerged to guide future USACE R&D efforts: (1) the need for better data and standardized processing routines, (2) the need for a streamlined modeling framework that can simulate all relevant physical processes for vessel operation, and (3) the need for improved internal and external partnerships to better address vessel-related issues. Addressing these critical knowledge gaps will advance engineering practice associated with vessel operations in USACE waterways.
  • Field Evaluation of the Automated Barge Clearing Deterrent (ABCD): Hydrodynamic, Navigation, and Fish Response Effects

    Abstract: The escape and subsequent spread of invasive carp (notably, bighead carp [Hypophthalmichthys nobilis] and silver carp [H. molitrix]) from aquaculture ponds and sewage lagoons into the Mississippi and Illinois Rivers poses a significant risk to further spread of these fish into the Great Lakes. Prior research demonstrated that commercial tows can transport juvenile invasive carp through locks and other barriers to fish migration. A recent physical model study recommended a linear array of bubble diffusers, the Automated Barge Clearing Deterrent (ABCD), for further evaluation in mitigating the transport of small fish in commercial tows. The present field study evaluated the ABCD for navigation safety and barge junction flushing capacity. An instrumented commercial tow executed 119 lock approaches with the ABCD both operating and idle. Pilot interviews and tow trajectory analysis indicated no significant navigation safety issues. The measured velocity data, fish recapture data, and a simple fish displacement model indicated that the ABCD produced sufficient flow to expel all passive objects and many small juvenile invasive carp. However, the ABCD is less likely to expel large juvenile invasive carp due to their stronger swimming ability. The ABCD and two alternative configurations prove strong contenders for further development and application.
  • Estimating the Value of Virtual Aids to Navigation (VATONs) Deployed by the USACE LOMA Program near Lake Providence, Louisiana

    Abstract: The purpose of this US Army Engineer Research and Development Center (ERDC) technical note (TN) is to estimate the value of a Virtual Aid to Navigation (VATON) as deployed from a mobile trailer by the Lock Operations Management Application (LOMA) program, operated through the ERDC Coastal and Hydraulics Laboratory (CHL). Estimates are developed based on the observed vessel traffic that transited the waterway during VATON deployment, historical information about vessel cargo movements and cargo value, and a mobile trailer cost estimate of $50,000.
  • John H. Overton Lock and Dam, Red River: Lower Navigation Approach Physical Model

    Abstract: The US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory (ERDC-CHL) conducted a physical model study of the John H. Overton Lock and Dam to optimize the navigation conditions in the lower lock approach. ERDC built a 1:100 Froude scale model to evaluate the navigation conditions for tows entering and exiting the lower lock approach. The final design consisted of two submerged rock dikes implemented approximately 1,500 and 3,000 ft downstream of the dam’s crest. The larger submerged rock dike was parallel to the channel, located in a scoured area at the downstream end of the riprap channel bed, and contained a crest elevation of approximately 15 ft, North American Vertical Datum of 1988 (NAVD 88). The smaller submerged rock dike extended from the most upstream end of the first rock dike, diagonally crossing the channel to the right-descending bank, and contained a crest elevation of approximately 30 ft, NAVD 88. The model provided data regarding tow tracks, current direction, and velocity information for various possible optimizations to the dam’s lower lock approach.
  • AIS Analysis of Waterway Utilization Based on Vessel Type and Class

    Abstract: The purpose of this technical note (TN) is to provide an overview of a method used to classify waterway segments based on remotely-sensed vessel traffic on those waterway segments. Vessel traffic was evaluated using data from Automatic Identification System (AIS) broadcasts, which originate at transceivers onboard vessels and can be received by terrestrial shore sites or satellites. AIS is used by most ocean-going commercial vessels, while use by inland vessels varies according to domestic regulations.
  • Composite Materials for Sector Gates and Vertical Lift Gates: Report of FY22–FY24 Project Outcomes

    Abstract: This project supported a Statement of Need (SON) submitted to the Navigation Research Area Review Group: SON 2021-1505 by David Weston, Business Line Manager for Inland Navigation (INAV) and Flood Risk Management (FRM) at Jacksonville District. The goal of this study was to provide design guidance, criteria, and performance standards for professionals to use in the design, retrofit, maintenance, and repair of Canaveral sector gates and W. P. Franklin vertical lift gates using structural grade fiber-reinforced polymer (FRP) composites. The results also contribute to guidance documentation used for Hydraulic Composite Structures at other INAV structures. Our work focused on four main subject areas: direct field support, workforce education, structural connection design and modal analysis, and inspection guidance. As this research project progressed through three FYs in coordination with stakeholders across the US Army Corps of Engineers (USACE) and industry, the Inland Navigation Design Center (INDC) and the Jacksonville District gained competency in hydraulic composite structures design techniques, which enabled their successful award of a contract for composite bulkheads at Port Mayaca and vertical lift gates at W. P. Franklin.
  • 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.
  • Quality Control for Waterway Networks: Processing Algorithm and GIS Toolbox

    Purpose: This Coastal and Hydraulics Engineering technical note (CHETN) documents the development of a US centered Geographic Information System (GIS) representation of navigable waterways for research purposes, including connections with the US Army Corps of Engineers (USACE) National Channel Framework (NCF) reaches, depths, and international connections, and the “Quality Control for Waterway Networks” processing algorithm. The algorithm is an automated method to update a waterway network created by the Coastal and Hydraulics Laboratory (CHL). After a user introduces desired changes to an input line layer representing waterways, the algorithm outputs links and nodes’ shapefiles containing a fully connected network, with geometries and depths aligned with the NCF, and controls for topology and attributes quality. In addition, spatial joins assign attributes to network nodes from other various sources of data. The product of this work is a GIS waterway network, along with a Quality Assurance and Quality Control (QAQC) script incorporated via toolbox within an open-source GIS software to maintain the waterway network updated. The algorithm has the capacity to be adapted to other transportation network needs or GIS software packages.
  • 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.