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ERDC Library Catalog

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Archive: 2025
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  • Development and Management of Arctic Zonal Characterization Products: Geospatial Database

    Abstract: Environmental parameters for operational planning in extreme conditions require accurate knowledge of prevailing meteorological conditions. However, the Arctic region presents unique challenges due to limited observational data and unique geographical conditions. To address the need for such knowledge, this study presents an analysis of Arctic prevailing-conditions using European Center for Medium-Range Weather Forecasting (ECMWF) Reanalysis v5 (ERA5) Data from 1991 to 2020. A custom Python-based framework was developed to process and analyze hourly datasets, identifying zones of extreme events and their frequency across multiple temporal scales. The framework uses ArcPy to automate the generation of nearly 40,000 mapped classifications for land masses 60°N and above. This automated pipeline enables both static and dynamic map generation capabilities for operational planning now and in the future. The resulting dataset provides critical spatial and temporal resolution of Arctic prevailing-conditions, enabling more refined characterization of extreme prevailing-conditions across the circumpolar region.
  • Standard Operating Procedures for the Site Selection, Design, and Maintenance of All-Season Roads Linear Infrastructure

    Abstract: Planning, designing, constructing, and maintaining all-season roads in cold regions requires navigating complex environmental, hydrologic, and geomorphologic challenges. Harsh conditions, such as permafrost, frost-susceptible soils, muskeg, and extreme cold, are compounded by limited data availability, remote locations, and fragile ecosystems. Recent Arctic strategies across the DoD have identified changing weather patterns as significant threats to infrastructure, operations, and training land management in these regions. Key risks include degrading permafrost, changes in precipitation intensity and duration, and the loss of soil bearing capacity in saturated soils, all of which are examined in detail. As the Department of Defense expands Arctic training capabilities, infrastructure investments across Alaska must balance operational goals with sustainability and resilience. This report synthesizes the military’s typical methods for constructing roads in contingency environments, identifies practices used in the construction of the Alaska-Canada Highway, and draws from consultations with training land managers, a thorough literature review, and active engineering research. The report highlights the importance of holistic design that prioritizes longevity, environmental conservation, and safety by addressing cold-region challenges, mitigation strategies, and best practices. This resource is indispensable for military units and infrastructure planners tasked with navigating the complexities of cold-region infrastructure construction and operation.
  • Standard Operating Procedures for the Site Selection, Design, and Maintenance of Low-Water Crossing Linear Infrastructure in Cold Regions

    Abstract: Low-water crossings (LWCs) are critical components of DoD infrastructure in Alaska and other cold regions, yet their effective siting, design, construction, and maintenance are challenged by remote locations, limited environmental data, seasonal hydrology, and complex terrain. Harsh winter conditions, rapid spring melt, and freeze–thaw cycles introduce hazards such as ice-related scour, debris loading, and variable streambed stability. In cold-region operational areas, natural processes such as permafrost degradation, shifting hydrologic regimes, and sudden flood events from glacial or thermokarst activity further increase risk to infrastructure performance and longevity. This report addresses these challenges by consolidating best practices and mitigation strategies for LWC implementation in cold environments. Drawing on technical literature, input from land managers, and existing agency standards and SOPs, the report identifies key considerations for improving LWC resilience. These include accounting for ice forces, complex geotechnical challenges, sediment transport, and the use of appropriate materials to name a few. By framing LWCs within a systems-based approach to site selection and engineering design, the report provides guidance for supporting safe and sustainable operations across Arctic and Subarctic training environments. It serves as a technical resource for DoD planners and engineers tasked with managing infrastructure in cold regions.
  • Gravel Investigations Informing Resource Management Within the Lower Mississippi River

    Abstract: This report integrates available information about gravel deposits within the Lower Mississippi River (LMR) from previous studies coupled with new analysis to identify reoccurring observed gravel locations. This study also summarizes spatial and temporal trends of bed material sediment characteristics, focusing primarily on gravel. Moreover, selected data sets from previous studies, and field and aerial observations have been added to a geographic information system (GIS) database housed in ArcPro to illustrate observed gravel locations. Last, a literature review documenting the ecological importance of gravel bars to riverine fauna and a brief discussion of potential technologies to support conservation efforts are included. Major findings summarized herein are (1) the presence of gravel deposits tend to decrease in a downstream direction along the LMR; (2) qualitative analyses of aerial videos suggest that gravel-predominant bars are more common between River Miles 953 and 681; (3) past investigations have documented gravel sizes at rivers bars ranging from pebbles to boulders; (4) the gravel content in LMR bed material samples has decreased since 1932; and (5) more detailed surveys are needed to better delineate the spatial extents and depth of gravel bars and identify suitable technology to detect potential buried gravel.
  • Modeling Thermocouple Placement in a CUBI Test Fixture

    Abstract: This report describes an effort to model the response of temperature thermocouples mounted on a multisurface CUBI test fixture as a means to document potential thermocouple error sources. (CUBI is a euphemistic term that describes an assembly of contiguous cubic or rectangular solids.) The thermal solver within the commercially available Multi-Service Electro-Optical Signature (MuSES) Infrared (IR) was employed for modeling and analysis. Modeling was divided between the development of models to study individual temperature sensors and the incorporation of many such sensors into a full-up CUBI apparatus. The MuSES model of the simple plate in replicating analytic results to a high degree of accuracy, thus validating the MuSES solver. Additionally, MuSES modeled a CUBI fixture as a 2D shell in an outdoor environment. This model was run with and without attached sensors. The difference in temperature of a particular sensor and of the underlying CUBI surface with the sensor absent provided a prediction of the measurement artifact introduced by that sensor.
  • Innovative Existing Building Commissioning (EBCx) Assessment Training Tools

    Abstract: In an effort to develop active and engaging online training experiences that effectively simulate hands-on lessons and provide an experience equivalent to on-site visits, researchers at the Construction Engineering Research Laboratory (CERL) developed a series of immersive web-based training tools that support virtual learning. This report discusses the role of active learning, the need for advanced training tools, and describes the CERL effort to develop training tools. It also provides feedback on the experiences and effectiveness of various platforms that were used to develop these tools.
  • Field Study of Nontraditional Airfield Pavements

    Abstract: Airfield pavements in contingency environments might not meet current design standards or might have deteriorated significantly. This study developed performance models for operating C-17 and C-130 aircraft on austere pavements, termed nontraditional airfield pavements. Field evaluations were conducted at six exemplar pavement sections to determine their structural capacity and remaining service life. The structural capacity of these pavement sections was first evaluated using nondestructive and semi-destructive test methods. The evaluations were performed using a single-wheel aircraft-loading simulator operated at two tire inflation pressures while maintaining total aircraft load. Field performance data included sur-face pavement deformation and structural deterioration. Forensic test pits were excavated to document the pavement structural design, material characteristics, and potential failure mechanism. This study found that an expedient contingency operation (100 passes or fewer) of a C-17 could be satisfactorily accomplished, and the service life could be potentially greater for a C-130. Reducing the tire inflation pressure did not always influence the pavements’ performance. The lightweight deflectometer showed potential as a portable pavement-monitoring tool. ERDC developed an improved performance-prediction technique for nontraditional airfield pavements and now propose further implementation to predict service life of other air-field pavement types.
  • US Army Water Reuse: 2023 Survey of Wastewater Reuse at US Army Installations

    Abstract: The US Army Corps of Engineers, Engineer Research and Development Center, Construction Engineering Research Laboratory (USACE ERDC-CERL), partnered with the US Army Material Command (HQAMC G4) to collect information on water use and wastewater to understand water re-use at the installation level by distributing a water reuse questionnaire. From May to September 2023, ERDC-CERL compiled the 98 responses received from all Army installations and established the following baseline data for water reuse: the US Army produces 35.9 million gallons per day (MGD) of effluent, 30.4 MGD of which receives a minimum of secondary treatment making it potentially eligible for reuse, however the US Army currently only reuses 4.51 MGD. Current reuse practices save the Army up-wards of $751,849 every month in potable water cost offsets; however, the Army could potentially save approximately $4.3 million every month if they expanded their water reuse to its current full capacity (including re-use of effluent receiving secondary or tertiary treatment). This project will be foundational for continual studies of water reuse in the Army. It will aid in creating installation energy and water plans (IEWPs), in developing a proposed geospatial dashboard tool, and in further water reuse projects with other Department of Defense departments.
  • Fort McHenry Limited Access Channel: Ship Simulation Study

    Abstract: The Port of Baltimore (POB), Maryland is the primary US entry point for roll-on/roll-off cargo and significant export location for coal. POB generates millions of dollars in revenue per day. The collapse of the Francis Scott Key Bridge brought about by the M/V Dali striking of Pier 19 closed the POB to all vessel traffic, halting all port business. The US Army Engineer Research and Development Center (ERDC), Coastal and Hydraulics Laboratory (CHL) conducted an emergency ship simulation study to assist the US Army Corps of Engineers, Baltimore District (CENAB) in evaluating the viability of a proposed limited-access channel around the site of the M/V Dali accident. During this study and with the participation of the Association of Maryland Pilots (AMP), ERDC-CHL was able to confirm the viability of the limited-access channel for five different classes of vessels drafting less than 35 feet.
  • Relief Well Sustainment Deployable Resilient Installation Water Purification and Treatment System (RWS-DRIPS): Treatment of Relief Wells at Perry Dam, Kansas

    Purpose: This report details the treatment process and resulting outcomes for relief wells at Perry Dam (Jefferson County, Kansas) using the Relief Well Sustainment Deployable Resilient Installation Water Purification and Treatment System (RWS-DRIPS) treatment trailer. The RWS-DRIPS is a mobile treatment unit with comprehensive water treatment capabilities designed to disinfect surface and subsurface water with high efficiency. Immediately following treatment with the RWS-DRIPS unit, video monitoring was used to observe the condition of the relief wells. The results of that observation are described in this report.