24 Mar 2026

LaGrange Lock and Dam Navigation Study: Ship Simulation Results

Abstract: Located at River Mile 80.2, approximately 8 mi south of Beardstown, Illinois, the LaGrange Lock and Dam is a wicket gate structure with a single tainter gate to control pool elevation. LaGrange was constructed in the 1930s to aid navigation on the Illinois River. Due to increased commercial traffic, its existing 600 ft lock is now inadequate. To address this, the US Army Corps of Engineers' Rock Island District and the Engineer Research and Development Center (ERDC) studied the feasibility of adding a new 1,200 ft lock chamber. Initial physical model studies were conducted between 2009 and 2010 and continued in 2023. In 2024, the Coastal and Hydraulics Laboratory (CHL) used the ERDC Watercraft and Ship Simulator for a feasibility study focusing on the approaches to the new lock. The goal was to assess the navigability of the proposed design under various conditions. By analyzing simulator data and pilot feedback, CHL worked to confirm the design's feasibility and ensure its construction would not adversely affect the existing structure, which will remain as an auxiliary chamber.

13 Mar 2026

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.

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.

23 Sep 2025

Physical Model Evaluation of the Yazoo Backwater Pumping Plant: Pump Intake Model Study

Abstract: The Yazoo Backwater Area, located in west Central Mississippi, has historically experienced major flood events caused by high floodwaters from the Mississippi River and interior rainfall accumulation. To manage this, the US Army Corps of Engineers, Vicksburg District (MVK) proposed the construction of a 12-pump, 14,000-cfs-capacity pump station. The pump intake performance of the proposed pump station was evaluated using a scaled physical hydraulic model. The 1:17.62-scale model incorporated the hydraulically relevant components of the design including the inlet channel, all 12 intake bays with formed suction intakes and pump columns, abutments, and surrounding topography. Various pump-operating conditions and intake water-surface elevations were evaluated for acceptable pump performance. Approach-flow conditions were generally symmetrical with minor contraction at the intake divider walls. The outer pump bays produced a less uniform flow distribution. Surface vortices were found to be unacceptable for several pump-operating conditions at the minimum-intake water elevation (EL) and pump-on water-surface elevation. Tests indicated that vortex suppressor beams would be required in the pump bays to reduce the severity and frequency of surface vortices. With the beams installed, the pump intakes provided satisfactory hydraulic performance for the approach-flow conditions.

12 Sep 2025

Arkansas City to Vicksburg Adaptive Hydraulics Model

PURPOSE: The purpose of this study is to develop and validate a 2D, depth-averaged hydrodynamic model of the Mississippi River from Vicksburg, Mississippi, to Arkansas City, Arkansas, to accurately replicate low-flow conditions. The model will be used to support an ongoing effort for the development of a low-water forecast model to aid navigational resilience.

3 Sep 2025

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.

3 Sep 2025

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.

18 Aug 2025

Coupled Modeling to Support Evaluation of Mission-Assurance Risk from Disruption of Water Infrastructure

Abstract: Coupled modeling refers to the combined use of hydraulic models, graphical models, and existing datasets to analyze water distribution networks. Most DoD installations already possess rich planning and asset management datasets that can be leveraged to provide deep in-sights into their water infrastructure; however, installations rarely use them for increasing the resilience of their systems. This study develops strategies for assessing, integrating, and analyzing these sources into a coupled model designed to inform installations’ water-infrastructure resilience planning, wargaming, and project generation. The performance of coupled models was evaluated for accuracy, specificity, interoperability with DoD systems, enterprise applicability, responsiveness to DoD policy, and decision support. The study team encountered a few implementation issues, but none affected the study’s timeline or funding. One issue was that the hydraulic modeling software, Innovyze Infowater, was purchased by AutoDesk, which should be considered for installations evaluating software purchases. Another issue was data accuracy; tests for data validation showed that some data were incorrect. Coupled approaches can help to better identify where these errors may be. Regarding the issue of model interoperability, by default, the models were not fully compatible for the model simulation or for geospatial data, but both were addressed in this study.

13 May 2025

Development and Testing of the FRAME Tool on a 200-Mile Reach of the Lower Mississippi River

Abstract: Understanding the likely long-term evolution of the Lower Mississippi River (LMR) is a challenging mission for the US Army Corps of Engineers (USACE) that remains difficult for conventional river engineering models. A new type of model is currently in development, tasked with revealing uncertainty-bounded trends in sediment transport and channel morphology over annual, decadal, and centennial timescales. The Future River Analysis and Management Evaluation (FRAME) tool is being designed with river managers and planners in mind to provide exploratory insights into plausible river futures and their potential impacts. A unique attribute of the tool is its hybrid interfacing of traditional one-dimensional hydraulic and sediment transport modeling with geomorphic rules for characterizing the morphological response. This report documents the development of a FRAME test-bed model for a 200-mile reach of the Mississippi River upstream of Vicksburg, Mississippi. This testbed allowed development and testing of the prototype FRAME tool in a data-rich environment. This work identified proposed future developments to provide river managers and planners with a fully functional tool for delivering insights on long-term morphological response in river channels across a variety of spatial and temporal scales.

2 Apr 2025

LaGrange Lock and Dam, Illinois River: Navigation Approach Physical Model

Abstract: A physical model study of the LaGrange Lock and Dam was conducted to optimize the navigation conditions for the new landside lock chamber design developed by the US Army Corps of Engineers–Rock Island District, Inland Navigation Design Center, and Stanley Consultants. A 1:120 Froude scale model was built to evaluate the navigation conditions for tows entering and exiting the upper and lower approaches. The final design consisted of a new 1,200 ft lock chamber located landward of the existing chamber. Data were collected to evaluate tow tracks and current direction and velocity information. Satisfactory navigation conditions were developed, and details are shown in the results section of this report.