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  • 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.
  • Parameterized Statistical Distributions of Unique Origin-Destination Pairs for Major Waterborne Commodity Groups

    Abstract: Modeling the spatiotemporal aspects of freight movements within a distributed network is crucial to forecasting transportation infrastructure needs, prioritizing investments, and estimating emissions. Commodity flow patterns and trends along the inland waterway transportation system are significant because of their importance for the economy, in line with priorities of the US Committee on the Marine Transportation System. Analyzing these inland waterway flows better informs multimodal freight transportation modeling. This exploratory research uncovers, describes, and summarizes patterns and trends of the US waterway transportation system by mining waterborne freight data. The purpose of this work is to identify parameterized statistical distributions that describe the relative dispersion of unique waterborne Origin-Destination (OD) pairs when sorted high to low by annual freight tonnage. Best-fit statistical distributions and associated parameters are identified for the leading commodities transported on waterways, and an 11-year time-series analysis of commodity-specific distribution parameters provide their evolution across time. Results show that the power law best explains the distribution of ranked ODs by tonnage for seven of the twelve commodities analyzed. The root-mean-square error (RMSE) of any given commodity modeled is less than 1%. These results provide insights into the underlying behavior of inland waterway freight transportation.
  • Brandon Road Lock and Dam, Des Plaines River: Navigation Approach Physical Model

    Abstract: This physical model study of the Brandon Road Lock and Dam was conducted to evaluate the navigation conditions associated with the implementation of two proposed engineered channels and associated features in the downstream approach channel. A 1:100 Froude scale physical model was constructed to evaluate the navigation conditions for tows entering and exiting the lower approach. Features included in the scaled model include the lock, the gated spillway, roughly 2 mi of the Des Plaines River and surrounding topography, and two NRG Energy generating stations. Data were collected to evaluate tow tracks and current direction and velocity information. Videos and rough estimations were also collected to gain an understanding of the water that displaces upstream when a downbound tow transits through the engineered channels.
  • Inner Harbor Navigation Canal Lock Replacement Study: Hydrodynamic Modeling and Ship Simulation

    Abstract: The Inner Harbor Navigation Canal (IHNC) Lock connects the Mississippi River to the Gulf Intracoastal Waterway, surrounded by developed areas in New Orleans, Louisiana. Tow transit times through the current IHNC lock take up to 20 hours. The US Army Corps of Engineers, New Orleans District, has proposed constructing a new lock to reduce tow transit times significantly. However, the new lock will have potential effects on vehicle traffic patterns due to the three bridges across IHNC. To address potential navigation issues, hydrodynamic modeling and ship simulations of the study area were conducted for the three phases of the project: new lock construction, present lock deconstruction, and proposed new lock design. The hydrodynamic model was developed and validated to present conditions, simulating various water levels across the lock structure to provide water levels and currents for ship simulation. The ship simulation was used to record transit times to determine impacts of the waterborne vessel traffic on vehicular traffic due to bridge raising and lowering, as well as navigability of the bypass channels associated with lock construction and existing lock deconstruction. Elicitation from the towing industry was used to inform final design of the new IHNC lock and bypass channels.
  • Miami Harbor Entrance Channel Improvements Study: Ship Simulation Report

    Abstract: The US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory (ERDC-CHL), Ship/Tow Simulator (STS) was used to perform a navigation study assisting the US Army Corps of Engineers (USACE), Jacksonville District. The study evaluates additional navigation channel modifications from the previous 2019 study to allow larger containerships to call at the Port of Miami. 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 proposed modifications were conducted at CHL for 1 week in August 2023. Four 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 and the Maersk Guayaquil (12,000 TEU) container ship. Simulation results are presented in the form of track plots and pilot questionnaires, which were reviewed to develop the conclusions and recommendations.
  • 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.
  • Norfolk Harbor Navigation Improvements Project: Modeling of Dredged Material Placement Schemes and Long-Term Sediment Transport at the Dam Neck Ocean Disposal Site

    Abstract: US Army Corps of Engineers–Norfolk District requested assistance with the development and evaluation of dredged-material-placement schemes that evenly distribute placed material and avoid or minimize unacceptable mounding in accordance with the site management and monitoring plan. A multiple placement fate and transport modeling study was conducted to determine the optimal placement plan for dredged material from Thimble Shoals Channel and Atlantic Ocean Channel at the Dam Neck Ocean Disposal Site (DNODS). Provided the large volume of dredged material to be placed at DNODS over a short duration during the construction period, a modeling study was performed using the Geophysical Scale Multi-Block (GSMB) modeling system to determine the transport and fate of placed dredged material at the DNODS that is resuspended by currents and waves over a 2-year period. Six scenarios were undertaken to determine the best path forward. Scenarios 1 and 4 were excluded due to high exceedance of the depth threshold. Scenarios 2, 3, 5, and 6 yielded an approximate 1%–2% dispersal of placed materials from the DNODS during ambient environmental conditions; Scenario 6 yielded the least. Most dispersion occurred during two simulated hurricanes. The model findings generally support the DNODS Environmental Impact Statement and site-designation documents.
  • Montgomery Locks and Dam, Ohio River: Navigation Approach Physical Model

    Abstract: A physical model study of the Montgomery Locks and Dam was conducted to optimize the navigation conditions for the new riverside lock and guard wall design developed by the Pittsburgh District. A 1:100 Froude scale physical model was built to evaluate the navigation conditions for tows entering and exiting the locks in the upstream and downstream approaches. Conditions tested were Existing Conditions, Deconstruction Sequences, Construction Sequences, and Proposed Design. Data were also collected for impact analysis on the upstream and downstream riverside guard walls. The final design consisted of an upstream ported guard wall that is 1,000 ft in length and a downstream solid guard wall that is 800 ft in length. The implementation of submerged dikes in the upstream and downstream approaches improve navigation conditions significantly and are an essential part of the final design. Details are shown in Section 3.5 of this report.
  • Upper Mississippi River Main Channel Sediment Placement: Purpose, Practice, Effects, and Recommendations

    Abstract: Dredged-sediment management in the Upper Mississippi River and Illinois Waterway is constrained by environmental factors and regulations that limit where sediment can be placed. Regulations regarding in-water sediment placement are not consistent among states. In-water placement should be promoted because it keeps sediment in the system and reduces costs for managing sediment dredged from the river. Studies investigating the environmental effects of in-water placement generally conclude that sand-on-sand placement has minimal effect on aquatic resources in the dynamic riverine environment. This report discusses in-water sediment management techniques, including flow- and sediment-regulating structures (i.e., dikes and wing dams) and a bed-load sediment collector by-pass system.
  • Remote Monitoring of Cathodic Protection Systems on Navigable Waterways

    Abstract: Cathodic protection is one of the main modes of corrosion prevention for structures in navigable waterways. The rectifier output voltage must be in a specific range to provide effective protection against corrosion. This effort was designed to monitor, predict, and stabilize the efficacy of multiple cathodic protection systems. Copper/copper-sulfate half-cell electrode sensors, water quality sensors, and gauges for rectifier output were connected to modems at multiple locks so the data could be analyzed to create a predictive maintenance algorithm.