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13 pages, 2948 KB  
Article
Cyclotron Production and Purification of 83Sr as a 90Sr Substitute for Positron Emission Tomography (PET)
by Marcel Lindemann, Jann Schöngart, Jan Štursa and Karsten Franke
Instruments 2026, 10(2), 20; https://doi.org/10.3390/instruments10020020 - 30 Mar 2026
Viewed by 410
Abstract
Radioactive contaminations in soil, which originate from nuclear power production, nuclear weapon testing, or uncontrolled release, are of great environmental concern. One of the major fission product contaminants is 90Sr, whose high mobility demands a method to track contamination pathways and remediation [...] Read more.
Radioactive contaminations in soil, which originate from nuclear power production, nuclear weapon testing, or uncontrolled release, are of great environmental concern. One of the major fission product contaminants is 90Sr, whose high mobility demands a method to track contamination pathways and remediation processes. Positron emission tomography (PET) is a valuable tool for the required studies. As a β/γ-emitter, 90Sr is not suitable for PET, which requires β+-emitters. As an alternative, 83Sr, with a 12% intensity of β+-emission and a half-life of 32.4 h, is an appropriate PET substitute for 90Sr. We produced 83Sr with an enriched target of [85Rb]RbCl in a 85Rb(p,3n)83Sr reaction. The target material was bombarded with 36.22 MeV protons (ø 1.78 µA, 315 min), at a solid target station at the cyclotron U-120M (NPI CAS). The irradiated target (1.5 GBq) was dissolved in water, evaporated to dryness, redissolved in nitric acid, and transferred onto a Sr-selective cartridge (Sr-SpecTM, TRISKEM, France). Following target material wash out, 83Sr elution with water, solvent evaporation, and reformulation (in dilute nitric acid) yielded 1.2 GBq (82% radiochemical extraction efficiency, non-decay-corrected) of an 83Sr-solution. The easy and fast method is able to produce non-carrier-added 83Sr with high radionuclidic purity. Full article
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19 pages, 1519 KB  
Article
A Study on AI-Empowered Behavior Risk Identification and Early Warning in Nuclear Power Engineering Construction
by Wenzhao Zhao, Xia Li, Kai Yu, Chunfu Xu, Jianzhan Gao, Kai Xiong and Pingping Liu
Buildings 2026, 16(6), 1178; https://doi.org/10.3390/buildings16061178 - 17 Mar 2026
Viewed by 306
Abstract
Any risks arising during the construction phase of nuclear power projects become permanently embedded in the power station’s lifecycle, evolving into inherent and difficult-to-alter potential hazards. Consequently, identifying behavioral risks in this phase is critical to the successful delivery of nuclear power engineering [...] Read more.
Any risks arising during the construction phase of nuclear power projects become permanently embedded in the power station’s lifecycle, evolving into inherent and difficult-to-alter potential hazards. Consequently, identifying behavioral risks in this phase is critical to the successful delivery of nuclear power engineering projects. This paper proposes a behavior risk identification and early warning methodology for nuclear power construction operations based on artificial intelligence algorithms. The research employs text mining techniques to construct a risk indicator system for nuclear power construction operations; based on the You Only Look Once (YOLOv8) algorithm, it incorporates modules such as Deformable Convolutional Network (DCN), Generalized Lightweight Attention Network (GELAN), Efficient Channel Attention (ECA), and Atrous Spatial Pyramid Pooling (ASPP) to develop the DCN -GELAN-ECA- ASPP-YOLO for Nuclear Power Engineering (DGEAYoLo-NPE) model, and designs and develops a supporting behavior risk identification and early warning methodology. Results show that the precision of nuclear power construction behavioral risk detection reaches 94.3%, with a 2.2% improvement in precision. This study confirms that artificial intelligence technology can effectively enhance the behavior risk prevention and control capabilities of nuclear power construction operations. Full article
(This article belongs to the Special Issue Human Factor on Construction Safety)
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22 pages, 2660 KB  
Article
Reliable and Economically Viable Green Hydrogen Infrastructures—Challenges and Applications
by Przemyslaw Komarnicki
Hydrogen 2026, 7(1), 22; https://doi.org/10.3390/hydrogen7010022 - 2 Feb 2026
Viewed by 1382
Abstract
The smart grid concept is based on the full integration of different types of energy sources and intelligent devices. Due to the short- and long-term volatility of these sources, new flexibility measures are necessary to ensure the smart grid operates stably and reliably. [...] Read more.
The smart grid concept is based on the full integration of different types of energy sources and intelligent devices. Due to the short- and long-term volatility of these sources, new flexibility measures are necessary to ensure the smart grid operates stably and reliably. One option is to convert renewable energy into hydrogen, especially during periods of generation overcapacity, in order that the hydrogen that is produced can be stored effectively and used “just in time” to stabilize the power system by undergoing a reverse conversion process in gas turbines or fuel cells which then supply power to the network. On the other hand, in order to achieve a sustainable general energy system (GES), it is necessary to replace other forms of fossil energy use, such as that used for heating and other industrial processes. Research indicates that a comprehensive hydrogen supply infrastructure is required. This infrastructure would include electrolyzers, conversion stations, pipelines, storage facilities, and hydrogen gas turbines and/or fuel cell power stations. Some studies in Germany suggest that the existing gas infrastructure could be used for this purpose. Further, nuclear and coal power plants are not considered reserve power plants (as in the German case), and an additional 20–30 GW of generation capacity in H2-operated gas turbines and strong H2 transportation infrastructure will be required over the next 10 years. The novelty of the approach presented in this article lies in the development of a unified modeling framework that enables the simultaneous and coherent representation of both economic and technical aspects of hydrogen production systems which will be used for planning and pre-decision making. From the technical perspective, the model, based on the black box approach, captures the key operational characteristics of hydrogen production, including energy consumption, system efficiency, and operational constraints. In parallel, the economic layer incorporates capital expenditures (CAPEX), operational expenditures (OPEX), and cost-related performance indicators, allowing for a direct linkage between technical operation and economic outcomes. This paper describes the systematic transformation from today’s power system to one that includes a hydrogen economy, with a particular focus on practical experiences and developments, especially in the German energy system. It discusses the components of this new system in depth, focusing on current challenges and applications. Some scaled current applications demonstrate the state of the art in this area, including not only technical requirements (reliability, risks) and possibilities, but also economic aspects (cost, business models, impact factors). Full article
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28 pages, 12082 KB  
Article
Simulation-Based Heat Transfer Optimization for Mass Concrete in Nuclear Power Station Construction: A Case Study
by Jie Xiong, Degui Wang, Liping Xie, Zhu Fan and Zhongli Yao
Buildings 2026, 16(3), 606; https://doi.org/10.3390/buildings16030606 - 2 Feb 2026
Viewed by 561
Abstract
The construction of mass concrete foundations for nuclear power plants faces significant challenges in controlling hydration heat and preventing early-age thermal cracking. This study develops an integrated framework combining high-fidelity thermal–mechanical simulation, real-time temperature monitoring, and construction process optimization to address these issues. [...] Read more.
The construction of mass concrete foundations for nuclear power plants faces significant challenges in controlling hydration heat and preventing early-age thermal cracking. This study develops an integrated framework combining high-fidelity thermal–mechanical simulation, real-time temperature monitoring, and construction process optimization to address these issues. Focusing on the VVER-1200 reactor raft foundation in the Xudapu NPP Phase II Project, an innovative center-to-periphery synchronous pouring method is proposed, departing from conventional inclined or layered pouring by strategically utilizing stage time lags to moderate the radial temperature gradient. Numerical simulations demonstrate that this method significantly reduces the peak temperature and thermal stress. Field validation shows that the maximum core-to-surface temperature difference is controlled within 19.8 °C, well below the critical threshold of 25 °C, and the peak concrete temperature remains at 66.7 °C, safely below the risk level for delayed ettringite formation (82–85 °C). The cracking risk coefficient K remains below 0.65, indicating a low probability of thermal cracking. Post-construction inspection confirms the absence of thermal cracks in the 5240 m3 monolithic pour. The proposed methodology offers a reliable, science-based approach for thermal crack mitigation and serves as a valuable reference for similar large-scale mass concrete structures in nuclear and other critical infrastructure projects. Full article
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19 pages, 4319 KB  
Article
Numerical Simulation of Tritiated Water Transfer by Moist Air in Nuclear Power Station
by Yifan Cheng, Xi Xu, Kefeng Lyu, Yang Li, Kun Hu, Yongfang Xia and Xudan Ma
Processes 2026, 14(2), 286; https://doi.org/10.3390/pr14020286 - 14 Jan 2026
Viewed by 422
Abstract
This study investigates the dispersion and condensation behavior of tritiated water vapor released into the atmosphere using moist air as a carrier, with an emphasis on safety optimization for nuclear power plant effluent discharge. A coupled heat and mass transfer model was developed [...] Read more.
This study investigates the dispersion and condensation behavior of tritiated water vapor released into the atmosphere using moist air as a carrier, with an emphasis on safety optimization for nuclear power plant effluent discharge. A coupled heat and mass transfer model was developed and implemented in CFD simulations to analyze the evolution of temperature and relative humidity during the mixing of exhaust moist air with ambient air. The effects of key atmospheric and operational parameters—including the ambient wind speed, turbulence intensity, ambient temperature, relative humidity, and exhaust velocity—were systematically examined. The results indicate that the temperature difference between the exhaust gas and ambient air is the primary factor governing condensation risk. Low wind speeds and weak turbulence favor near-field humidity accumulation, while higher wind speeds and turbulence intensities enhance mixing and dilution, thereby reducing local humidity peaks but extending the downwind impact range. Increasing exhaust velocity strengthens plume rise and long-range transport due to enhanced momentum and latent heat release, mitigating accumulation near the chimney outlet. Furthermore, high ambient temperatures significantly increase the air’s moisture-holding capacity, allowing higher exhaust humidity without inducing condensation. Full article
(This article belongs to the Section Process Safety and Risk Management)
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26 pages, 2055 KB  
Article
A Cost-Risk Weather Index Framework for Scheduling Nuclear Site Preparation in Tropical Climates
by Nicholas Bertony Saputra and Jung Wooyong
Buildings 2026, 16(2), 280; https://doi.org/10.3390/buildings16020280 - 9 Jan 2026
Viewed by 498
Abstract
Nuclear Power Plant (NPP) site preparation in tropical regions faces significant schedule and cost risks due to rainfall, which are often addressed with inadequate and unspecified contingencies. This study develops an integrated framework to address these issues by converting multi-year daily rainfall data [...] Read more.
Nuclear Power Plant (NPP) site preparation in tropical regions faces significant schedule and cost risks due to rainfall, which are often addressed with inadequate and unspecified contingencies. This study develops an integrated framework to address these issues by converting multi-year daily rainfall data into auditable seasonal risk inputs for project simulations. The methodology involves synthesizing rainfall data from multiple stations with quality weighting, mapping rainfall to Lost Time Hours (LTH) using a double logistic function, and applying time–cost co-sampling analysis in Primavera Risk Analysis. Applied to the Indonesian case study, the framework predicts an increase in P80 duration of 36 days, or 10.17%, and an increase in cost of USD 64,809, or 8.41%. This analysis reveals that the raw rainfall index is only weakly correlated with delays and cost overruns at the project level, because the network structure and monthly usage levels filter out the weather signal; this weak correlation and the systematic time–cost decoupling encourage comprehensive network simulations rather than simply accounting for uniform weather allowances. This methodology has potential applications for site preparation activities and other types of infrastructure. However, validation on external datasets and calibration to local climate and operational contexts remain critical future steps. This framework provides a transparent and replicable approach to converting local climate data into project-specific contingency data, improving schedule reliability and cost control for construction projects in tropical regions. Full article
(This article belongs to the Section Construction Management, and Computers & Digitization)
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19 pages, 247 KB  
Article
Using Methane to Support Renewables for Decarbonisation
by Stephen A. Lloyd and William J. Atteridge
Methane 2025, 4(4), 29; https://doi.org/10.3390/methane4040029 - 12 Dec 2025
Viewed by 675
Abstract
The cost of “carbon net zero by year 2050” for the UK will be high, and this target date can only be achieved if the project is undertaken in a progressive and timely manner; otherwise, costs will escalate. The base power source behind [...] Read more.
The cost of “carbon net zero by year 2050” for the UK will be high, and this target date can only be achieved if the project is undertaken in a progressive and timely manner; otherwise, costs will escalate. The base power source behind the UK approach to “net zero” is nuclear fission electricity power stations, and the ones currently on order are running significantly late. Renewables will provide some supply together with interconnectors, but only approx. twenty percent of the planned wind turbines are in place. The electricity distribution grid must change to satisfy the UK’s planned “electricity-based” future. Energy use for transport is also a significant fraction of total UK energy consumption and we include predictions for their associated emissions. These must be reduced in a progressive and timely fashion. Intermittent support for unreliable renewables is necessary and methods employing both liquid as well as gaseous fuels are suggested. Means to use and upgrade the existing infrastructure are considered, and a few of the basic building blocks of the future are examined regarding their installation without significant interruption to the basic UK economy. ANR/AMR and SMR are included as potential renewables support as well as base load generators, and the approx. quantity of CO2e emissions avoided is estimated. Even though methane is a powerful greenhouse gas, the main support for renewables will be UK natural gas (methane content ~95%), with Avtur/diesel as a recommended reserve. It is suggested that methane has a significant short- to medium-term future as a transition fuel. Full article
(This article belongs to the Special Issue From Methane to Hydrogen: Innovations and Implications)
17 pages, 1551 KB  
Article
Time-Dependent Evaluation of Station Blackout and FLEX Integration in a Newcomer Nuclear Program: A Case Study of Uganda
by Kyabalongo Pearl Praise and Lim Hak-kyu
Energies 2025, 18(22), 5945; https://doi.org/10.3390/en18225945 - 12 Nov 2025
Viewed by 550
Abstract
This study presents a time-dependent probabilistic risk assessment of Station Blackout (SBO) for a newcomer nuclear program, in this case Uganda’s prospective first nuclear power plant, with emphasis on the role of Flexible and Diverse Coping Strategies (FLEX) in mitigating AC power loss. [...] Read more.
This study presents a time-dependent probabilistic risk assessment of Station Blackout (SBO) for a newcomer nuclear program, in this case Uganda’s prospective first nuclear power plant, with emphasis on the role of Flexible and Diverse Coping Strategies (FLEX) in mitigating AC power loss. The model developed incorporates exponentially distributed fail-to-run rates for Emergency Diesel Generators (EDGs) and Alternate AC (AAC) sources and applies a Weibull distribution to model offsite power recovery, reflecting the country’s infrastructural constraints and grid reliability challenges. Two operational scenarios are analyzed: (1) reliance solely on AC-based power sources and (2) inclusion of a Turbine-Driven Pump (TDP) as a non-AC coping mechanism. In both cases, FLEX is assumed to be integrated after initial commercial operation and functions as a portable AC supply. Results indicate that timely FLEX deployment substantially reduces SBO risk, with the largest benefit at longer mission times. Sensitivity analysis reveals that equipment reliability dominates deployment timing effects, with high-reliability systems achieving up to 75% risk reduction, while low-reliability equipment provides limited improvement below 25%. These findings provide a quantified risk perspective for Uganda’s nuclear safety planning and support evidence-based decisions on post-startup integration, infrastructure investment, and emergency preparedness. Full article
(This article belongs to the Section B4: Nuclear Energy)
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13 pages, 9923 KB  
Article
Analysis of Hydrodynamic Behavior of the Floating Tapered Trash Intercepting Net in Currents
by Gangjie Yu, Zhenzhou Sun, Zhendong Lin, Tiaojian Xu and Mingxiao Xie
Water 2025, 17(22), 3216; https://doi.org/10.3390/w17223216 - 11 Nov 2025
Viewed by 679
Abstract
Ensuring the structural reliability and interception efficiency of trash-intercepting nets (TINs) is crucial for the security of the water withdrawal engineering of the nuclear power station (NPS). The numerical model of a flexible TIN using the lumped mass method was developed, and its [...] Read more.
Ensuring the structural reliability and interception efficiency of trash-intercepting nets (TINs) is crucial for the security of the water withdrawal engineering of the nuclear power station (NPS). The numerical model of a flexible TIN using the lumped mass method was developed, and its high accuracy in simulating the tension distribution of the net and its deformation was validated through physical model tests. A systematic analysis was performed to investigate the effect of key parameters (i.e., water depth, intercepting rate, and diameter of longitudinal/transversal ropes) on the structural response, including the total anchor force, the main cable tension, the rope tension, and the netting tension. The results show that the tension forces acting on the transversal ropes are dramatically larger than those acting on the longitudinal ropes, and the net experiences the smallest tension force when the diameter of transversal ropes is the same as the diameter of the longitudinal ropes. This study is useful for the safety design of the TIN of the NPS. Full article
(This article belongs to the Section Hydraulics and Hydrodynamics)
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31 pages, 7690 KB  
Article
CFD-DEM Analysis of Floating Ice Accumulation and Dynamic Flow Interaction in a Coastal Nuclear Power Plant Pump House
by Shilong Li, Chao Zhan, Qing Wang, Yan Li, Zihao Yang and Ziqing Ji
J. Mar. Sci. Eng. 2025, 13(11), 2122; https://doi.org/10.3390/jmse13112122 - 10 Nov 2025
Viewed by 786
Abstract
A coupled CFD-DEM model was adopted to investigate the floating ice accumulation mechanism and its disturbance to the flow field in the pump house of coastal nuclear power plants in cold regions. Based on numerical simulations, the motion, accumulation, and flow interaction characteristics [...] Read more.
A coupled CFD-DEM model was adopted to investigate the floating ice accumulation mechanism and its disturbance to the flow field in the pump house of coastal nuclear power plants in cold regions. Based on numerical simulations, the motion, accumulation, and flow interaction characteristics of floating ice under various release positions and heights were analyzed. The results indicate that the release height significantly governs the accumulation morphology and hydraulic response. The release height critically determines ice accumulation patterns and hydraulic responses. For inlet scenarios, lower heights induce a dense, wedge-shaped accumulation at the coarse trash rack, increasing thickness by 57.69% and shifting the accumulation 38.16% inlet-ward compared to higher releases. Conversely, higher releases enhance dispersion, expanding disturbances to the central pump house and intensifying flow heterogeneity. In bottom release cases, lower heights form wall-adhering accumulations, while higher releases cause ice to rise into mid-upper layers, thereby markedly intensifying local vortices (peak intensity 79.68, approximately 300% higher). Spatial release locations induce 2.7–4.8-fold variations in flow disturbance intensity across monitoring points. These findings clarify the combined impact of the release height and location on the ice accumulation and flow field dynamics, offering critical insights for the anti-ice design and flow safety assessment of pump houses. Full article
(This article belongs to the Section Coastal Engineering)
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17 pages, 1260 KB  
Article
A Submersible Power Station: Part B Propulsion Systems
by Jon Serna, Stefania Romero, Eduardo Anselmi Palma, Dimitrios Fouflias and Pericles Pilidis
J. Mar. Sci. Eng. 2025, 13(9), 1666; https://doi.org/10.3390/jmse13091666 - 30 Aug 2025
Viewed by 1459
Abstract
Nuclear power continues to be a great promise in the green revolution, as it is a cost-effective, low-emission, and safer alternative to fossil fuels that is capable of continuous operation. A preliminary design evaluation is presented for a submersible nuclear power station capable [...] Read more.
Nuclear power continues to be a great promise in the green revolution, as it is a cost-effective, low-emission, and safer alternative to fossil fuels that is capable of continuous operation. A preliminary design evaluation is presented for a submersible nuclear power station capable of operating under its own power during emergencies and routine maintenance. Because it is stationed at sea, it offers a resilient solution to natural disasters such as earthquakes and tsunamis, giving it the capability to disengage and sail to deeper waters in less than a half of an hour. In the present evaluation, the hull dimensions of a very large existing submarine and the turbomachinery layout of a Pebble Bed Modular Reactor cycle were used as baselines. The conceptual design of the submersible nuclear power station includes reactor and turbomachinery integration, preliminary sizing (4 pressure hull design; total length of 57.74 m), and propulsion system analysis, demonstrating the technical viability of the proposed submersible power station. Full article
(This article belongs to the Section Ocean Engineering)
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21 pages, 21776 KB  
Article
Seismic Safety Analysis of Nuclear Power Plant Pumping Stations Using the Compact Viscous-Spring Boundary via Maximum Initial Time-Step Method
by Xunqiang Yin, Min Zhao, Weilong Yang, Junkai Zhang and Jianbo Li
Buildings 2025, 15(16), 2951; https://doi.org/10.3390/buildings15162951 - 20 Aug 2025
Viewed by 933
Abstract
Pumping station structures are widely employed to supply circulating cooling water systems in nuclear power plants (NPPs) throughout China. Investigating their seismic performance under complex heterogeneous site conditions and load scenarios is paramount to meeting nuclear safety design requirements. This study proposes and [...] Read more.
Pumping station structures are widely employed to supply circulating cooling water systems in nuclear power plants (NPPs) throughout China. Investigating their seismic performance under complex heterogeneous site conditions and load scenarios is paramount to meeting nuclear safety design requirements. This study proposes and implements a novel, efficient, and accurate viscous-spring boundary methodology within the ANSYS 19.1 finite element software to assess the seismic safety of NPP pumping station structures. The Maximum Initial Time-step (MIT) method, based on Newmark’s integration scheme, is employed for nonlinear analysis under coupled static–dynamic excitation. To account for radiation damping in the infinite foundation, a Compact Viscous-Spring (CVs) element is developed. This element aggregates stiffness and damping contributions to interface nodes defined at the outer border of the soil domain. Implementation leverages of ANSYS User Programmable Features (UPFs), and a comprehensive static–dynamic coupled analysis toolkit is developed using APDL scripting and the GUI. Validation via two examples confirms the method’s accuracy and computational efficiency. Finally, a case study applies the technique to an NPP pumping station under actual complex Chinese site conditions. The results demonstrate the method’s capability to provide objective seismic response and stability indices, enabling a more reliable assessment of seismic safety during a Safety Shutdown Earthquake (SSE). Full article
(This article belongs to the Section Building Structures)
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15 pages, 10319 KB  
Article
Residual Stresses of Small-Bore Butt-Welded Piping Measured by Quantum Beam Hybrid Method
by Kenji Suzuki, Yasufumi Miura, Hidenori Toyokawa, Ayumi Shiro, Takahisa Shobu, Satoshi Morooka and Yuki Shibayama
Quantum Beam Sci. 2025, 9(2), 15; https://doi.org/10.3390/qubs9020015 - 2 May 2025
Cited by 1 | Viewed by 2162
Abstract
Cracks due to stress corrosion cracking in stainless steels are becoming a problem not only in boiling water reactors but also in pressurized water reactor nuclear plants. Stress improvement measures have been implemented mainly for large-bore welded piping, but in the case of [...] Read more.
Cracks due to stress corrosion cracking in stainless steels are becoming a problem not only in boiling water reactors but also in pressurized water reactor nuclear plants. Stress improvement measures have been implemented mainly for large-bore welded piping, but in the case of small-bore welded piping, post-welding stress improvement measures are often not possible due to dimensional restrictions, etc. Therefore, knowing the actual welding residual stresses of small-bore welded piping regardless of reactor type is essential for the safe and stable operation of nuclear power stations, but there are only a limited number of examples of measuring the residual stresses. In this study, austenitic stainless steel pipes with an outer diameter of 100 mm and a wall thickness of 11.1 mm were butt-welded. The residual stresses were measured by the strain scanning method using neutrons. Furthermore, to obtain detailed residual stresses near the penetration bead where the maximum stress is generated, the residual stresses near the inner surface of the weld were measured using the double-exposure method (DEM) with hard X-rays of synchrotron radiation. A method using a cross-correlation algorithm was proposed to determine the accurate diffraction angle from the complex diffraction patterns from the coarse grains, dendritic structures, and plastic zones. A quantum beam hybrid method (QBHM) was proposed that uses the circumferential residual stresses obtained by neutrons and the residual stresses obtained by the double-exposure method in a complementary use. The residual stress map of welded piping measured using the QBHM showed an area where the axial tensile residual stress exists from the neighborhood of the penetration bead toward the inside of the welded metal. This result could explain the occurrence of stress corrosion cracking in the butt-welded piping. A finite element analysis of the same butt-welded piping was performed and its results were compared. There is also a difference between the simulation results of residual stress using the finite element method and the measurement results using the QBHM. This difference is because the measured residual stress map also includes the effect of the stress of each crystal grain based on elastic anisotropy, that is, residual micro-stress. Full article
(This article belongs to the Section Engineering and Structural Materials)
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21 pages, 1372 KB  
Review
Evolution of the Environmental Impact Assessment Process in Romania in the Context of Sustainable Development
by Madalina Elena Abalasei, Daniela Fighir and Carmen Teodosiu
Appl. Sci. 2025, 15(7), 3777; https://doi.org/10.3390/app15073777 - 30 Mar 2025
Cited by 2 | Viewed by 6074
Abstract
Environmental Impact Assessment (EIA) is a required systematic process of identifying, predicting, and assessing the environmental effects of proposed actions and projects such as nuclear power stations, long-distance railways, motorways, express roads, waste disposal installations for hazardous waste, and dams of a certain [...] Read more.
Environmental Impact Assessment (EIA) is a required systematic process of identifying, predicting, and assessing the environmental effects of proposed actions and projects such as nuclear power stations, long-distance railways, motorways, express roads, waste disposal installations for hazardous waste, and dams of a certain capacity. After presenting the EIA evolution at the international level, its introduction into Romanian legislation in 1973 is discussed, considering criticism regarding the main problems arising from its widespread implementation. Although some studies have included state-of-the-art synthesis of the EIA effectiveness concept, there are no reported studies using bibliometric analysis to describe in detail the historical development of the EIA process. The aim of this study is to analyze the evolution of the EIA process in Romania in the context of sustainable development (SD). To achieve this objective, the data obtained from the implementation of PRISMA methodology and bibliometric analysis were considered. For this purpose, 125 publications on the EIA evolution were selected, obtained from a systematic review in the Elsevier, Scopus, and Springer databases for the period 2000–2024. The research results provide practical recommendations for decision-makers and practitioners in Romania, aiming to strengthen EIA legislation and practices with the purpose of ensuring the effective implementation of sustainable development principles. Full article
(This article belongs to the Special Issue Feature Review Papers in Environmental Sciences)
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20 pages, 4764 KB  
Article
Assessment of Fish Biomass and Distribution in a Nuclear Power Plant’s Water Intake Zone Using Acoustic and Trawl Methods
by Zuli Wu, Yunpeng Song, Guoqing Zhao, Yongchuang Shi, Yumei Wu and Shengmao Zhang
Animals 2025, 15(7), 987; https://doi.org/10.3390/ani15070987 - 29 Mar 2025
Cited by 1 | Viewed by 1783
Abstract
The cooling water intake systems of coastal nuclear power plants are frequently clogged by marine organisms in the water intake area. This study uses hydroacoustic (BioSonics DT-X, 199 kHz) and trawling methods (20 mm codend mesh size) to research fish spatiotemporal dynamics. Species [...] Read more.
The cooling water intake systems of coastal nuclear power plants are frequently clogged by marine organisms in the water intake area. This study uses hydroacoustic (BioSonics DT-X, 199 kHz) and trawling methods (20 mm codend mesh size) to research fish spatiotemporal dynamics. Species composition, seasonal variations in fish abundance, and target strength were analyzed. Pearson’s correlation analysis revealed a significant negative correlation between water depth and resource density. Significant differences in fish abundance and biomass density were observed among seasons and stations. An analysis of dominant species showed that the IRI (index of relative importance) of Collichthys lucidus was highest in February 2023 (5736.54), while Harpadon nehereus had the highest IRI in November 2023 (2309.17). The distribution and abundance estimates of dominant species from acoustic surveys and biological trawling were highly consistent, demonstrating the applicability and reliability of hydroacoustic methods in fish resource assessments. Through the identification of dominant species as well as the distribution patterns of fish within the water intake area, valuable data support can be provided for the confirmation of those organisms that are prone to clogging the cooling water source. Moreover, it lays a solid foundation for the development of relevant protection work. Full article
(This article belongs to the Section Aquatic Animals)
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