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  • 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.
  • Numerical Storm Surge Modeling and Probabilistic Analysis for Evaluating Proposed New Jersey Back Bays Inlet Closures

    Abstract: The US Army Corps of Engineers, Philadelphia District, and the New Jersey Department of Environmental Protection are currently engaged in the New Jersey Back Bays (NJBB) Coastal Storm Risk Management Feasibility Study. The US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, conducted a numerical hydrodynamic modeling and probabilistic hazard analysis study to evaluate the effectiveness of storm surge barriers in reducing water levels in the NJBB. The numerical modeling study included the simulation of water levels and a comparison of water surface elevations and corresponding annual exceedance frequency between existing conditions and six final project alternatives. Results from the hydrodynamic simulations and probabilistic analysis are presented herein.
  • Predicting Seagrass Habitat Suitability with Remote Sensing and Machine Learning: A Case Study in the Mississippi-Alabama Barrier Islands

    Abstract: Seagrass occupies sandy platforms landward of the Mississippi-Alabama barrier islands, where the benthos experiences consistent sediment transport. This work characterized benthos surrounding Cat Island, Mississippi, to assess the influence of elevation and geomorphological features (e.g., slopes, flats, peaks, and valleys) on seagrass presence. Two machine learning algorithms predicted seagrass presence/absence (from airborne hyperspectral imagery) based on elevation and geomorphology (derived from airborne lidar bathymetry) for 2016, 2018, and 2019. Results indicated elevation primarily influenced seagrass presence, with minimal impact from geomorphology. Elevation change was not predictive, suggesting seagrass tolerated observed deposition/erosion rates. This research showcases remote sensing and machine learning efficacy in predicting seagrass habitat suitability (greater than 70% accuracy) and conveys implications for conservation.
  • EWN Compass: Implementation Toolbox for Natural and Nature-Based Features

    Purpose: This Engineering With Nature® (EWN®) technical note introduces the EWN Compass: Implementation Toolbox for Natural and Nature-Based Features—a user-friendly, web-based application developed using Esri ArcGIS Online. Designed to support practitioners in selecting and integrating natural and nature-based features (NNBF) into infrastructure projects, the toolbox provides structured access to existing resources, case studies, and environmental data to inform resilient and sustainable design solutions.
  • Understanding Hurdles to Expanded Beneficial Use of Dredged Sediment: Stakeholder Perspectives

    Purpose: This technical note (TN) is the second in a series of investigative reports seeking pathways and opportunities to expand beneficial use (BU) of dredged material (DM). This TN summarizes the results of stakeholder outreach and feedback on perceptions about potential BU barriers to be overcome. The purpose of the study was to aid the US Army Corps of Engineers (USACE) dredging and DM management practices, specifically BU of DM (hereinafter BUDM), that USACE manages from various navigation channels and ports around the nation. Per the 28 January 2023 Chief of Engineers’ Command Philosophy Notice, USACE is aiming to achieve a goal of 70% BU by the year 2030 (HQUSACE 2023), hereinafter the Chief’s 70/30 goal.
  • Physicochemical Kinetics of Rapid Soil Stabilization Using Calcium Sulfoaluminate-Based Cements

    Abstract: Rapid stabilization of weak soil offers a promising option for quick infrastructure development and soil repair. The interaction between the rapid stabilizer and the soil is critical in defining its strength and durability. This study investigates the physicochemical effects of using Calcium Sulfoaluminate (CSA) cement-based stabilizers for rapid stabilization of weak clays, focusing on early age (<1 day) reaction kinetics and its effect on the short-term and long-term engineering characteristics. Geochemical modeling is proposed to model the chemical kinetics and predict the formation of strength-enhancing products in the stabilized soil mixtures. The study investigates the unconfined compression strength and durability (cyclic wetting and drying) of stabilized soil. Results showed stabilizers with a higher proportion (50 wt. percentage or more) of CSA (CSA-rich) achieved up to 80 % of the 28–day strength in 60 min after stabilization. Mineralogical characterization using X-Ray Diffraction, Thermogravimetric Analysis, and Scanning Electron Microscopy, identified Ettringite in CSA-rich stabilizers and Calcium-Silicate-Hydrates (C-S-H) in stabilizers with a higher (50 wt. percentage or more) proportion of Portland Cement (PC-rich) stabilizers as key strength-enhancing products. Integrating the modeling results with the engineering and mineralogical characterization provided valuable insights into the rapid stabilization mechanisms of CSA cement.