30 Jan 2025

Improved Trafficability Over Soft Soils Using Ground Matting

Abstract: Soft soils pose mobility challenges, even for vehicles designed with superior off-road capabilities. When numerous vehicles travel the same path, permanent deformation of the soil can result in rut depths that exceed vehicle ground clearance. These challenges can be overcome by modifying ground conditions to improve bearing capacity or spreading wheel loads over a greater area. Researchers at the U.S. Army Engineer Research and Development Center conducted field tests to quantify the performance benefits of a ground matting system made of connected fiberglass panels designed to improve vehicle mobility on soft soils. Soil conditions included silt, sand, and highly organic soil with varying strength. Test vehicles included wheeled trucks with gross weights of approximately 6350 kg per axle. Performance of the matting system was assessed by the number of allowable vehicle crossings with and without matting present. Results from testing showed that allowable number of vehicles increased by at least a factor of ten on the weakest soils. Data presented herein includes geotechnical site characterization, soil deformation as a function of traffic, and material characteristics for the fiberglass matting system.

28 Jan 2025

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.

28 Jan 2025

“One Grand, Glorious National Cause”: A Cultural Geography of the Veterans Affairs Built Environment

Abstract: The United States government has a long history of providing medical, financial, and burial benefits to American Veterans. The Department of Veterans Affairs (VA) and its predecessor agencies constructed much of the built environment that served as a conduit for these benefits. Today, the VA manages and maintains more than 15,000 buildings and structures to serve the Veteran community. To facilitate the transfer of property rights of its vacant and underutilized properties and ensure compliance with Section 106 of the National Historic Preservation Act, the Advisory Council on Historic Preservation issued a Program Comment at the request of the VA on 26 October 2018. The Program Comment mitigation requires the VA to produce a readily accessible public-benefit document of interest to a wide audience composed of Veterans and lay people. This book provides that public-benefit document through a cultural geography of the built environment of VA facilities. This book focuses on the sense of place developed by Veterans toward VA facilities and covers three generational periods as defined by the VA: post–Civil War through World War I, World War I through the end of World War II, and post–World War II through 1958.

21 Jan 2025

Moffett Field Naval Chapel (Building 86) and Boiler House (Building 87): Historic Materials Maintenance Manual

Abstract: The Moffett Field Naval Chapel and boiler house are located on the Moffett Federal Airfield, Santa Clara, California. Constructed circa 1945, both buildings are eligible for the National Register of Historic Places (NRHP) under Criterion A for associations with the post–WWII Moffett Field expansion and under Criterion C as a representative example of Navy Bureau of Yards and Docks chapel construction and as a true representative example of the Spanish colonial revival style in the region. Their period of significance is 1945–1986, before major renovations were completed at the site. All buildings, especially historic ones, require regular planned maintenance and repair. The most notable cause of historic building element failure or decay is not the fact that the historic building is old, but rather it is caused by incorrect or inappropriate repair and basic neglect of the historic building fabric. This document is a maintenance manual compiled with as-is conditions of construction materials of the Moffett Field Naval Chapel. The Secretary of Interior Guidelines on rehabilitation and repair per material are discussed to provide a guide to maintain this historic building. This report satisfies Section 110 of the National Historic Preservation Act (NHPA) of 1966 as amended and will help to manage this historic building.

21 Jan 2025

Engineering With Nature: Natural Infrastructure for Mission Readiness at U.S. Navy and Marine Corps Installations

Abstract: This book illustrates some of the current challenges and hazards experienced by military installations, and the content highlights activities at eight U.S. Navy and Marine Corps military installations to achieve increased resilience through natural infrastructure.

9 Jan 2025

National Ordinary High Water Mark Field Delineation Manual for Rivers and Streams: Final Version

Abstract: The ordinary high water mark (OHWM) defines the lateral extent of non-tidal aquatic features in the absence of adjacent wetlands in the United States. The federal regulatory definition of the OHWM, 33 CFR 328.3(c)(4), states the OHWM is “that line on the shore established by the fluctuations of water and indicated by physical characteristics such as [a] clear, natural line impressed on the bank, shelving, changes in the character of soil, destruction of terrestrial vegetation, the presence of litter and debris, or other appropriate means that consider the characteristics of the surrounding areas.” This is the first manual to present a methodology for nationwide identification and delineation of the OHWM. A two-page data sheet and field procedure outline a weight-of-evidence (WOE) methodology to organize and evaluate observations at stream sites. This manual presents a consistent, science-based method for delineating the OHWM in streams. It also describes regional differences and challenges in identifying the OHWM at sites disturbed by human-induced or natural changes and illustrates how to use remote data to structure field inquiries and interpret field evidence using the principles of fluvial science. The manual demonstrates that, in many landscape settings, the OHWM may be located near the bankfull elevation.

7 Jan 2025

Exploring Lidar Odometry Within the Robot Operating System

Abstract: Here, we explore various lidar odometry approaches (with both 3 and 6 degrees of freedom) in simulation. We modified a virtual model of a TurtleBot3 robot to work with the various odometry approaches and evaluated each method within a gazebo simulation. The gazebo model was configured to generate an absolute ground truth for comparison to the odometry results. We used the evo package to compare the ground truth with the various lidar odometry values. The results for KISS-ICP and laser scan matcher (LSM), including two simultaneous localization and map-ping (SLAM) approaches, Fast Lidar-Inertial Odometry (FAST-LIO), and Direct Lidar Odometry (DLO), are provided and discussed. We also tested one of the approaches on our physical robot.

7 Jan 2025

Geomorphic Assessment of the St. Francis River Phase II

Abstract: Significant sedimentation issues persist within the St. Francis Basin as a result of extensive drainage alterations. The objective of this study is to characterize the bed and bank sediment throughout the study reach and identify potential sources of sediment contributing to the sanding issues below Holly Island. The sedimentation below Holly Island increases the Memphis District’s maintenance needs in the St. Francis River Basin by requiring millions of dollars for channel cleanout and bank stabilization projects. This effort synthesizes prior geomorphic studies and existing survey data to break the study reach into seven geomorphic reaches of interest. Simultaneously, 151 bed samples and 137 bank samples were collected to characterize the sediments within the study reach to develop a data dictionary for future sediment budget development. Results show the St. Francis River is a poorly sorted, sand-bed river overlain by 10 to 20 feet of silts and clays along the banks. Iron Bridge to Highway U (Reach 1-3) may reach pseudo-stability so long as existing grade-control structures and bank stabilization features remain. Reach 6, between St. Francis and Brown’s Ferry, is evolving with one cutoff forming and one cutoff recently complete. This reach may be a source of sediment to downstream reaches.

7 Jan 2025

Applying the Ecosystem Goods and Services (EGS) Framework: Meramec Case Study

Abstract: This technical report explores ecosystem goods and services (EGS) assessment to support US Army Corps of Engineers (USACE) decision-making by applying the recently published proposed EGS framework (Wainger et al. 2020) to a case study. A joint effort of the Environmental Protection Agency (EPA) and USACE, the Meramec River Basin Ecosystem Restoration Feasibility Study provides an opportunity to investigate the practicality of EGS analysis and how it might determine complementarity or antagonism among study partner goals. The EPA seeks primarily to protect human health, while USACE aims to restore aquatic ecosystems. Subjected to elevated heavy metals from upstream mining, altered hydrology, and other degrading factors, the river system nevertheless supports high aquatic biodiversity and numerous rare species. The project team developed an EGS conceptual model to document the potential ecological features and processes changes, ecological outcomes, and social benefits or harms of proposed management actions. Nonmonetary EGS benefit indicators illustrated concordance of the project goals with national restoration priorities. Overall, this initial analysis indicates that EGS analysis is feasible with the types of models and data available for the project, promotes explicit analysis of synergies and conflicts, and helps communicate effects and trade-offs during planning.

7 Jan 2025

Incorporating Ecosystem Goods and Services (EGS) into US Army Corps of Engineers (USACE) Project Planning: A Retrospective Analysis

Abstract: Ecosystem goods and services (EGS) have been promoted as a way to effectively examine trade-offs and improve communication of project-related environmental outcomes in terms of human well-being. Notably, EGS provide a construct that seems capable of enhancing the capacity to communicate with stakeholders about how ecosystem restoration and rehabilitation activities can affect them—and in ways that are more meaningful to the public than the habitat metrics currently employed. The concept of EGS is not new to the US Army Corps of Engineers (USACE) Civil Works Program. This document presents a review of past attempts to apply EGS assessment techniques in the context of USACE project planning and then identifies obstacles met in those efforts that could be avoided in the future. This report is not intended to showcase approaches to consider EGS in planning studies. Rather, this paper uses case studies to illustrate the challenges of considering ecosystem services in the context of planning studies. These challenges will need to be addressed in any future applications of EGS assessments to USACE Civil Works Program decision-making.