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16 pages, 7426 KiB  
Article
Assessment of Tube–Fin Contact Materials in Heat Exchangers: Guidelines for Simulation and Experiments
by László Budulski, Gábor Loch, László Lenkovics, Mihály Baumann, Balázs Cakó, Tamás Zsebe, Zoltán Meiszterics, Gyula Ferenc Vasvári, Boldizsár Kurilla, Tamás Bitó, Géza György Várady and Dávid Csonka
Energies 2024, 17(22), 5681; https://doi.org/10.3390/en17225681 - 13 Nov 2024
Viewed by 614
Abstract
This paper describes experiments on finned tube heat exchangers, focusing on reducing the thermal contact resistance at the contact between the pipe and the lamella. Various contact materials, such as solders and adhesives, were investigated. Several methods of establishing contact were tested, including [...] Read more.
This paper describes experiments on finned tube heat exchangers, focusing on reducing the thermal contact resistance at the contact between the pipe and the lamella. Various contact materials, such as solders and adhesives, were investigated. Several methods of establishing contact were tested, including blowtorch soldering, brazing, and furnace soldering. Thermal camera measurements were carried out to assess the performance of the contact materials. Moreover, finite element analysis was performed to evaluate the contact materials and establish guidelines in the fin–tube connection modeling by comparing simplified models with the realistic model. Blowtorch brazing tests were successful while soldering attempts failed. During the thermographic measurements, reflective surfaces could be measured after applying a thin layer of paint with high emissivity. These measurements did not provide valuable results; thus, the contact materials were assessed using a finite element analysis. The results from the finite element analysis showed that all the inspected contact materials provided better heat transfer than not using a contact material. The heat transfer rate of the tight-fit realistic model was found to be 33.65 for air and 34.9 for the Zn-22Al contact material. This finding could be utilized in developing heat exchangers with higher heat transfer with the same size. Full article
(This article belongs to the Special Issue Heat Transfer in Heat Exchangers)
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<p>(<b>a</b>) Dimensions of the lamellae prepared for testing; (<b>b</b>) The formed lamella fixed with contact material.</p>
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<p>Lamella measurement setup in a Tichelmann system.</p>
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<p>Contact models for FEA.</p>
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<p>Mesh images of the contact regions of the realistic and the 45° loose fit models.</p>
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<p>Thermal imaging of a specimen with reflective surfaces.</p>
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<p>The difference between a matte-painted surface (brighter yellow-orange) and an unpainted reflective surface (blue-violet).</p>
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<p>Surface temperature values of the small and the large samples.</p>
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<p>Thermal images of different measurement samples. (<b>a</b>) Large surface sample; (<b>b</b>) Small surface sample 1 (40 mm × 40 mm); (<b>c</b>) Small surface sample 2 (40 mm × 40 mm).</p>
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<p>Thermal image of the 200 mm × 116 mm lamella and measurement point locations.</p>
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<p>Line histogram with temperature values (Minimum: 31.5 °C, Maximum: 43.7 °C, Mean: 34.8 °C).</p>
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<p>Total heat transfer rate values of the models for each contact material and air in Watts.</p>
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<p>Total heat transfer rate by geometries and contact materials.</p>
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<p>Heat transfer rate as the factor of thermal conductivity of the contact materials.</p>
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14 pages, 2271 KiB  
Article
Location Detection and Numerical Simulation of Guided Wave Defects in Steel Pipes
by Hao Liang, Junhong Zhang and Song Yang
Appl. Sci. 2024, 14(22), 10403; https://doi.org/10.3390/app142210403 - 12 Nov 2024
Viewed by 469
Abstract
At present, researchers in the field of pipeline inspection focus on pipe wall defects while neglecting pipeline defects in special situations such as welds. This poses a threat to the safe operation of projects. In this paper, a multi-node fusion and modal projection [...] Read more.
At present, researchers in the field of pipeline inspection focus on pipe wall defects while neglecting pipeline defects in special situations such as welds. This poses a threat to the safe operation of projects. In this paper, a multi-node fusion and modal projection algorithm of steel pipes based on guided wave technology is proposed. Through an ANSYS numerical simulation, research is conducted to achieve the identification, localization, and quantification of axial cracks on the surface of straight pipelines and internal cracks in circumferential welds. The propagation characteristics and vibration law of ultrasonic guided waves are theoretically solved by the semi-analytical finite element method in the pipeline. The model section is discretized in one-dimensional polar coordinates to obtain the dispersion curve of the steel pipe. The T(0,1) mode, which is modulated by the Hanning window, is selected to simulate the axial crack of the pipeline and the L(0,2) mode to simulate the crack in the weld, and the correctness of the dispersion curve is verified. The results show that the T(0,1) and L(0,2) modes are successfully excited, and they are sensitive to axial and circumferential cracks. The time–frequency diagram of wavelet transform and the time domain diagram of the crack signal of Hilbert transform are used to identify the echo signal. The first wave packet peak point and group velocity are used to locate the crack. The pure signal of the crack is extracted from the simulation data, and the variation law between the reflection coefficient and the circumferential and radial dimensions of the defect is calculated to evaluate the size of the defect. This provides a new and feasible method for steel pipe defect detection. Full article
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<p>(<b>a</b>) The dispersion curve of group velocity. (<b>b</b>) The dispersion curve of phase velocity.</p>
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<p>Displacement wave structures with different longitudinal modes: (<b>a</b>) L(0,2); (<b>b</b>) L(0,1).</p>
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<p>Schematic diagram of different guided waves propagating in pipes: (<b>a</b>) T(0,1); (<b>b</b>) L(0,2).</p>
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<p>Pipeline defect: (<b>a</b>) axial defect; (<b>b</b>) inner defect of circumferential weld.</p>
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<p>Flow chart of steel pipe modeling.</p>
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<p>Hanning window modulation signal.</p>
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<p>2DFFT result chart.</p>
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<p>Axial displacement nephogram of defects in circumferential weld at different times: (<b>a</b>) t = 0.5 ms; (<b>b</b>) t = 1 ms; (<b>c</b>) t = 1.5 ms; (<b>d</b>) t = 2 ms; (<b>e</b>) t = 2.5 ms; (<b>f</b>) t = 3 ms.</p>
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<p>(<b>a</b>) Waveform of a crack-free pipeline; (<b>b</b>) waveform of a cracked pipeline; (<b>c</b>) fesidual signal data waveform.</p>
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<p>Time–frequency diagram of a wavelet transform signal.</p>
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<p>Time domain diagram of Hilbert transform crack signal.</p>
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<p>Quantitative analysis of circumferential defects in pipes with different lengths: (<b>a</b>) 30°; (<b>b</b>) 60°; (<b>c</b>) 180°; (<b>d</b>) reflection coefficient relation–circumferential dimension curve.</p>
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<p>Quantitative analysis of pipeline defects with different radial depths: (<b>a</b>) 2 mm; (<b>b</b>) 2.5 mm; (<b>c</b>) 3 mm; (<b>d</b>) reflection coefficient relation–radial dimension curve.</p>
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19 pages, 2630 KiB  
Article
Real-Time Pipeline Fault Detection in Water Distribution Networks Using You Only Look Once v8
by Goodnews Michael, Essa Q. Shahra, Shadi Basurra, Wenyan Wu and Waheb A. Jabbar
Sensors 2024, 24(21), 6982; https://doi.org/10.3390/s24216982 - 30 Oct 2024
Viewed by 579
Abstract
Detecting faulty pipelines in water management systems is crucial for ensuring a reliable supply of clean water. Traditional inspection methods are often time-consuming, costly, and prone to errors. This study introduces an AI-based model utilizing images to detect pipeline defects, focusing on leaks, [...] Read more.
Detecting faulty pipelines in water management systems is crucial for ensuring a reliable supply of clean water. Traditional inspection methods are often time-consuming, costly, and prone to errors. This study introduces an AI-based model utilizing images to detect pipeline defects, focusing on leaks, cracks, and corrosion. The YOLOv8 model is employed for object detection due to its exceptional performance in detecting objects, segmentation, pose estimation, tracking, and classification. By training on a large dataset of labeled images, the model effectively learns to identify visual patterns associated with pipeline faults. Experiments conducted on a real-world dataset demonstrate that the AI-based model significantly outperforms traditional methods in detection accuracy. The model also exhibits robustness to various environmental conditions such as lighting changes, camera angles, and occlusions, ensuring reliable performance in diverse scenarios. The efficient processing time of the model enables real-time fault detection in large-scale water distribution networks implementing this AI-based model offers numerous advantages for water management systems. It reduces dependence on manual inspections, thereby saving costs and enhancing operational efficiency. Additionally, the model facilitates proactive maintenance through the early detection of faults, preventing water loss, contamination, and infrastructure damage. The results from the three conducted experiments indicate that the model from Experiment 1 achieves a commendable mAP50 of 90% in detecting faulty pipes, with an overall mAP50 of 74.7%. In contrast, the model from Experiment 3 exhibits superior overall performance, achieving a mAP50 of 76.1%. This research presents a promising approach to improving the reliability and sustainability of water management systems through AI-based fault detection using image analysis. Full article
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<p>Traditional pipeline for object detection (Yolov8).</p>
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<p>Samples from dataset.</p>
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<p>Label image UI.</p>
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<p>Labeled data after annotation.</p>
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<p>Histogram of image aspect ratio for validation data.</p>
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<p>Histogram of bounding box aspect ratio for training data.</p>
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<p>The architecture of Yolov8.</p>
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<p>Label data before training.</p>
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<p>Predicted label during the training Batch 0.</p>
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<p>Confusion matrix.</p>
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<p>F1 confidence curve.</p>
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<p>Precision confidence curve.</p>
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<p>Recall confidence curve.</p>
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<p>Precision vs. recall curve.</p>
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<p>Loss function vs. mAP.</p>
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<p>Test image detecting a faulty pipe.</p>
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<p>Test image detecting a pipe.</p>
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15 pages, 5827 KiB  
Article
Research on Region Noise Reduction and Feature Analysis of Total Focus Method Ultrasound Image Based on Branch Pipe Fillet Weld
by Yuqin Wang, Yong Li, Yangguang Bu, Shaohua Dong, Haotian Wei and Jingwei Cheng
Appl. Sci. 2024, 14(21), 9737; https://doi.org/10.3390/app14219737 - 24 Oct 2024
Viewed by 524
Abstract
As a technological advantage of ultrasonic non-destructive testing, fully focused imaging can accurately feedback the defective characteristics of the inspected object, greatly improving the detection efficiency. This article aims to address the challenges of outdated and low detection rates in the detection technology [...] Read more.
As a technological advantage of ultrasonic non-destructive testing, fully focused imaging can accurately feedback the defective characteristics of the inspected object, greatly improving the detection efficiency. This article aims to address the challenges of outdated and low detection rates in the detection technology of branch pipe fillet welds. The full matrix acquisition (FMC) and total focus method (TFM) ultrasonic detection technology are used for detection and defect image feature analysis. Firstly, a multi-mode, fully focused real-time imaging software system was developed to address the specificity of the detection object; secondly, a phased array detection system based on 64 elements was constructed; finally, a region wavelet denoising method based on TFM images was proposed to solve the problem of artifacts caused by poor coupling; and based on the feature extraction method for a minimum rectangle, we analyzed the size, position, angle, and other information regarding defects. Through experiments, it has been found that this technology can effectively improve the detection efficiency of branch pipe weld defects, with a detection rate of 100%. Based on the partition fusion denoising method, the defect imaging quality can be further improved; at the same time, based on the feature extraction method, the error is 0.1 mm, the length range of various defects is 2.3 mm–6.3 mm, the width range is 0.6 mm–0.8 mm, and the angle range is 52°–75°, which can provide an application basis for the localization, classification, and risk assessment of corner weld defects in branch pipes. Full article
(This article belongs to the Section Acoustics and Vibrations)
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<p>Working principle of FMC.</p>
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<p>TFM imaging model of branch pipe weld.</p>
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<p>Image denoising processing flow.</p>
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<p>Image feature extraction and analysis.</p>
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<p>Composition of detection system.</p>
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<p>Detection system.</p>
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<p>Detection model. (<b>a</b>) TT. (<b>b</b>) TTT. (<b>c</b>) TTTT.</p>
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<p>Branch pipe sample and inspection status.</p>
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<p>Weld defects. (<b>a</b>) Left side weld inspection (T-90-25-B). (<b>b</b>) Right side weld inspection (T-90-25-B). (<b>c</b>) Left side weld inspection (T-90-35-B). (<b>d</b>) Right side weld inspection (T-90-35-B). (<b>e</b>) Left side weld inspection (T-90-40-B). (<b>f</b>) Right side weld inspection (T-90-40-B). (<b>g</b>) Left side weld inspection (T-90-45-DC). (<b>h</b>) Right side weld inspection (T-90-45-DC). (<b>i</b>) Left side weld inspection (T-90-45-B). (<b>j</b>) Right side weld inspection (T-90-45-B). (<b>k</b>) Weld defects (Y-90-25-NB).</p>
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<p>Weld defects. (<b>a</b>) Left side weld inspection (T-90-25-B). (<b>b</b>) Right side weld inspection (T-90-25-B). (<b>c</b>) Left side weld inspection (T-90-35-B). (<b>d</b>) Right side weld inspection (T-90-35-B). (<b>e</b>) Left side weld inspection (T-90-40-B). (<b>f</b>) Right side weld inspection (T-90-40-B). (<b>g</b>) Left side weld inspection (T-90-45-DC). (<b>h</b>) Right side weld inspection (T-90-45-DC). (<b>i</b>) Left side weld inspection (T-90-45-B). (<b>j</b>) Right side weld inspection (T-90-45-B). (<b>k</b>) Weld defects (Y-90-25-NB).</p>
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<p>Feature analysis. (<b>a</b>) Left side weld inspection (T-90-25-B). (<b>b</b>) Right side weld inspection (T-90-25-B). (<b>c</b>) Left side weld inspection (T-90-35-B). (<b>d</b>) Right side weld inspection (T-90-35-B). (<b>e</b>) Left side weld inspection (T-90-40-B). (<b>f</b>) Right side weld inspection (T-90-40-B). (<b>g</b>) Left side weld inspection (T-90-45-DC). (<b>h</b>) Right side weld inspection (T-90-45-DC). (<b>i</b>) Left side weld inspection (T-90-45-B). (<b>j</b>) Right side weld inspection (T-90-45-B). (<b>k</b>) Feature analysis (Y-90-25-NB).</p>
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5 pages, 1518 KiB  
Proceeding Paper
Using the Acoustic Velocity Vector to Assess the Condition of Buried Water Pipes
by Joanna Watts, Michael-David Johnson and Kirill Horoshenkov
Eng. Proc. 2024, 69(1), 187; https://doi.org/10.3390/engproc2024069187 - 9 Oct 2024
Viewed by 270
Abstract
Traditionally, acoustic methods for leak inspection are based on the measurement of the acceleration of the external pipe wall or of the acoustic pressure in the pipe. This work presents an alternative inspection methodology based on measuring the acoustic velocity vector in the [...] Read more.
Traditionally, acoustic methods for leak inspection are based on the measurement of the acceleration of the external pipe wall or of the acoustic pressure in the pipe. This work presents an alternative inspection methodology based on measuring the acoustic velocity vector in the fluid filling the pipe. Unlike the acoustic pressure, the acoustic quantity is very sensitive to the presence of a pipe wall defect. Such defects are important to detect before they develop into leaks, which can lead to the loss of water, environmental pollution and service disruption. A new sensor design is proposed to measure the acoustic velocity vector in a pipe. A model is presented to demonstrate the underpinning theory behind this new sensor technology. The results of this model are compared with experimental data based on measurements of the acoustic velocity in an exhumed section of ductile iron pipe. These sensors can be deployed on robots to autonomously monitor the deterioration of buried pipes to support proactive asset management at a low operational cost. Full article
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<p>Experimental setup. (<b>a</b>) Exterior view of pipe (pipe inverted such that defects are along the top of the pipe). (<b>b</b>) Internal view of pipe showing sensor and speaker. (<b>c</b>) Triaxial accelerometer suspended from line with reference hydrophone above.</p>
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<p>Model results: frequency response of the radial fluid velocity and pressure to a 170 Hz source located at −2.0 m; the response for different defects are compared. (<b>a</b>) Pressure with defect thinning the pipe wall; (<b>b</b>) pressure for intact pipe; (<b>c</b>) pressure with a hole in the pipe wall; (<b>d</b>) radial velocity with thinning of the pipe wall; (<b>e</b>) radial velocity for intact pipe; (<b>f</b>) radial velocity with a hole in the pipe wall. The defects are located at y = 0 m in each case.</p>
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<p>Comparison of data measured for the pipe in two orientations for <math display="inline"><semantics> <mrow> <mi>f</mi> <mo>=</mo> <mn>170</mn> <mtext> </mtext> <mi mathvariant="normal">Hz</mi> </mrow> </semantics></math> with acceleration normalized by the pressure. The blue dashed line shows the ratio of the difference between the with- and without-defect cases and the combined error at each distance. The error bars indicate the reproducibility across multiple measurements. Gray areas show the axial location of holes in the pipe.</p>
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19 pages, 5942 KiB  
Article
Research on Pipeline Stress Detection Method Based on Double Magnetic Coupling Technology
by Guoqing Wang, Qi Xia, Hong Yan, Shicheng Bei, Huakai Zhang, Hao Geng and Yuhan Zhao
Sensors 2024, 24(19), 6463; https://doi.org/10.3390/s24196463 - 7 Oct 2024
Viewed by 702
Abstract
Oil and gas pipelines are subject to soil corrosion and medium pressure factors, resulting in stress concentration and pipe rupture and explosion. Non-destructive testing technology can identify the stress concentration and defect corrosion area of the pipeline to ensure the safety of pipeline [...] Read more.
Oil and gas pipelines are subject to soil corrosion and medium pressure factors, resulting in stress concentration and pipe rupture and explosion. Non-destructive testing technology can identify the stress concentration and defect corrosion area of the pipeline to ensure the safety of pipeline transportation. In view of the problem that the traditional pipeline inspection cannot identify the stress signal at the defect, this paper proposes a detection method using strong and weak magnetic coupling technology. Based on the traditional J-A (Jiles–Atherton) model, the pinning coefficient is optimized and the stress demagnetization factor is added to establish the defect of the ferromagnetic material. The force-magnetic relationship optimization model is used to calculate the best detection magnetic field strength. The force-magnetic coupling simulation of Q235 steel material is carried out by ANSYS 2019 R1 software based on the improved J-A force-magnetic model. The results show that the effect of the stress on the pipe on the magnetic induction increases first and then decreases with the increase in the excitation magnetic field strength, and the magnetic signal has the maximum proportion of the stress signal during the excitation process; the magnetic induction at the pipe defect increases linearly with the increase in the stress trend. Through the strong and weak magnetic scanning detection of cracked pipeline materials, the correctness of the theoretical analysis and the validity of the engineering application of the strong and weak magnetic detection method are verified. Full article
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<p>Magnetisation curves under different stresses.</p>
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<p>Schematic of the optimal detection of magnetisation.</p>
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<p>Change curve of the stress generation signal and applied magnetic field.</p>
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<p>Relationship curve between magnetic field intensity and magnetic induction intensity change rate.</p>
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<p>Defect steel mesh division model.</p>
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<p>Stress cloud diagram of steel defects.</p>
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<p>Axial composite signal.</p>
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<p>Radial composite signal.</p>
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<p>Proportion curve of the radial stress signal.</p>
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<p>Eigenvalues of composite signals under different stresses.</p>
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<p>Strong and weak magnetic scanning test platform.</p>
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<p>Strong and weak magnetic detector probe.</p>
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<p>Magnetic signal of the axial component detected by scanning.</p>
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<p>Magnetic signal of the radial component detected by scanning.</p>
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<p>Ratio of the stress signal and variation in the applied magnetic field.</p>
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<p>Relationship between the magnetic signal and stress.</p>
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15 pages, 5791 KiB  
Article
Operational and Design Factors in Air Staging and Their Effects on Fouling from Biomass Combustion
by Akram Elsebaie, Mingming Zhu and Yasir M. Al-Abdeli
Sustainability 2024, 16(19), 8584; https://doi.org/10.3390/su16198584 - 3 Oct 2024
Viewed by 686
Abstract
The global transition towards a carbon-neutral economy highlights the potential of biomass as a renewable fuel source. However, the sustainability of biomass energy systems is challenged by its complex fouling behaviours during combustion. This study investigates the impact of air staging on mitigating [...] Read more.
The global transition towards a carbon-neutral economy highlights the potential of biomass as a renewable fuel source. However, the sustainability of biomass energy systems is challenged by its complex fouling behaviours during combustion. This study investigates the impact of air staging on mitigating fouling in biomass combustion. By optimising the secondary-to-total air flowrate ratio (Qs/Qt) and the positioning of secondary air, this research investigates the impact of operational and design parameters on fouling deposits in biomass combustion. A fixed-bed combustor was used for the experiments, with hardwood pellets as fuel. This study employed TGA and SEM to analyse the fouling deposit samples’ chemical composition and morphology. First, visible inspection established that the inclination of fouling matter to accumulate on cooled deposition pipes is indeed sensitive to Qs/Qt. The results show that lower Qs/Qt ratios (<0.50) lead to heavier, stickier fouling. Peak temperatures in the fuel bed increase with higher Qs/Qt, enhancing the combustion efficiency and affecting the fouling characteristics. SEM analysis further shows that higher Qs/Qt ratios produce finer, more dispersed fouling particles, whereas lower ratios result in larger, more cohesive particles. These findings provide actionable insights for enhancing the sustainability of biomass energy systems and minimising their environmental impact. Full article
(This article belongs to the Section Pollution Prevention, Mitigation and Sustainability)
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<p>(<b>a</b>) Combustor sectional view and (<b>b</b>) lab set-up: (1) primary air inlet ports (2×), (2) packed fuel bed, (3) fuel charging ports, (4) fouling module and air-cooled fouling deposition probes, (5) exhaust stack, (6) secondary air supply line and distribution, (7) thermocouples.</p>
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<p>(<b>a</b>) Fouling module lab set-up and (<b>b</b>) schematic diagram.</p>
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<p>Deposit pipes’ physical appearance: (<b>a</b>) Qs/Qt = 0.33 at LI = 200 mm, (<b>b</b>) Qs/Qt = 0.33 at LI = 300 mm, (<b>c</b>) Qs/Qt = 0.50 at LI = 200 mm, (<b>d</b>) Qs/Qt = 0.50 at LI = 300 mm, (<b>e</b>) Qs/Qt = 0.66 at LI = 200 mm, (<b>f</b>) Qs/Qt = 0.66 at LI = 300 mm, (<b>g</b>) Qs/Qt = 0.71 at LI = 200 mm, (<b>h</b>) Qs/Qt = 0.71 at LI = 300 mm, (<b>i</b>) Qs/Qt = 0.75 at LI = 200 mm, and (<b>j</b>) Qs/Qt = 0.75 at LI = 300 mm.</p>
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<p>Normalised weight loss percentages of fouling deposits derived from TGA (left <span class="html-italic">Y</span>-axis) at Qs/Qt = 0.33 to 0.75; program temperature (right <span class="html-italic">Y</span>-axis). Conditions: (<b>a</b>) LI = 200 mm and (<b>b</b>) LI = 300 mm.</p>
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<p>Temperatures, ash content, and total deposits for (<b>a</b>) LI = 200 mm and (<b>b</b>) LI = 300 mm at Qs/Qt = 0.33 to 0.75. Left axis: fuel bed temperatures (°C) and total fouling deposits (mg). Right axis: fouling probe temperatures.</p>
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<p>SEM images of fouling deposits samples for combustion condition LI = 200 mm at Qs/Qt ratios of (<b>a</b>) 0.33, (<b>b</b>) 0.50, (<b>c</b>) 0.66, (<b>d</b>) 0.71, and (<b>e</b>) 0.75.</p>
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<p>SEM images of fouling deposits samples for combustion condition LI = 200 mm at Qs/Qt ratios of (<b>a</b>) 0.33, (<b>b</b>) 0.50, (<b>c</b>) 0.66, (<b>d</b>) 0.71, and (<b>e</b>) 0.75.</p>
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<p>(<b>a</b>) CO (100×) (ppm) and NOx (ppm) emissions and (<b>b</b>) CO<sub>2</sub>%, O<sub>2</sub>% (left axis), and burning rate (kg·m<sup>−2</sup>·s<sup>−1</sup>) (right axis) at LI = 200 mm (solid) and LI = 300 mm (stripes) for Qs/Qt = 0.33 to 0.75.</p>
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14 pages, 9917 KiB  
Article
Development of a Capsule-Type Inspection Robot Customized for Ondol Pipelines
by Myungdo Lee and Ung-Kyun Lee
Appl. Sci. 2024, 14(17), 7938; https://doi.org/10.3390/app14177938 - 5 Sep 2024
Viewed by 910
Abstract
Ondol is a heating system unique to Korean homes that increases indoor temperatures by supplying hot water through pipes embedded in floor slabs. Known for its comfort and sustained heating advantages, ondol has garnered international interest in countries requiring efficient heating solutions. Given [...] Read more.
Ondol is a heating system unique to Korean homes that increases indoor temperatures by supplying hot water through pipes embedded in floor slabs. Known for its comfort and sustained heating advantages, ondol has garnered international interest in countries requiring efficient heating solutions. Given the inherent challenges faced during installation and operation, timely inspection of ondol is crucial due to difficulties in detecting and locating defects in buried concrete pipes, often leading to costly rework and removal. However, specialized inspection systems tailored to ondol pipes remain underexplored. Therefore, this paper proposes a robotic inspection system capable of assessing the conditions of ondol pipelines. We analyze the characteristics of ondol piping to establish system requirements and develop a prototype of a compact capsule-shaped inspection robot tailored for ondol pipe inspection. Subsequent laboratory testing validates system performance and usability, confirming field applications through curvature maneuverability and image reception quality tests. This study aims to motivate advancements in ondol-specific system implementation and performance validation, potentially contributing to the smartification of ondol maintenance practices. Full article
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<p>Ondol pipeline system shown in the floor plan.</p>
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<p>Representative installation patterns of ondol pipeline.</p>
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<p>Change in internal diameter according to the bending angle of the pipeline.</p>
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<p>Internal diameter changes in the bending section.</p>
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<p>Experiment for determining robot size: (<b>a</b>) various sizes of robot dummies made by 3D printing; (<b>b</b>) pipeline installation for passage test of robot dummies.</p>
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<p>On-site installation of ondol pipeline.</p>
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<p>System requirements based on the characteristics of the ondol pipeline.</p>
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<p>Design of the ondol pipeline inspection robot reflecting the requirements.</p>
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<p>Prototype of the capsule-type pipeline inspection robot: (<b>a</b>) prototype; (<b>b</b>) prototype inserted into the pipeline; and (<b>c</b>) measuring the size of the prototype.</p>
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<p>Monitoring system application for pipeline inspection robot: (<b>a</b>) starting and connecting the application; (<b>b</b>) video captured inside the pipeline transmitted by the robot; (<b>c</b>) saving the video.</p>
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<p>Laboratory constructed according to the installation patterns of ondol pipeline.</p>
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<p>Starting the performance test: (<b>a</b>) air compressor used; (<b>b</b>) robot insertion; (<b>c</b>) monitoring system screen display.</p>
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<p>Movement of the robot inside the pipeline: (<b>a</b>) overall view of the pipeline; (<b>b</b>) curved section; and (<b>c</b>) straight section.</p>
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<p>Representative images transmitted by the robot: (<b>a</b>) normal condition of the pipeline; (<b>b</b>) wrinkled condition in the curved section; (<b>c</b>) wrinkled condition in the curved section; (<b>d</b>) blocked condition of the pipeline; (<b>e</b>) defect at the connection; (<b>f</b>) hole caused by a nail.</p>
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4 pages, 6485 KiB  
Proceeding Paper
CT-Scans: Game-Changer in the Maintenance of PVC Drinking-Water Mains
by Karel van Laarhoven and Amitosh Dash
Eng. Proc. 2024, 69(1), 22; https://doi.org/10.3390/engproc2024069022 - 30 Aug 2024
Viewed by 311
Abstract
CT-scans were successfully used to—for the first time—detect inclusions of foreign material in the pipe walls of PVC pipes. This is of interest because these formerly undetectable inclusions dominate the main failure mechanism of PVC: crack growth. The technique unlocks a step forward [...] Read more.
CT-scans were successfully used to—for the first time—detect inclusions of foreign material in the pipe walls of PVC pipes. This is of interest because these formerly undetectable inclusions dominate the main failure mechanism of PVC: crack growth. The technique unlocks a step forward in the condition assessment of PVC pipes in several ways: it provides researchers with a new way to investigate crack growth in PVC pipes; it provides drinking-water utilities with a method for destructive condition assessment; and CT provides the industry with the reference knowledge needed to develop relevant in-line inspection techniques for PVC mains. Full article
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<p>Example of one of the field samples: (<b>a</b>) Sample 04, a 400 mm pipe from 1973, as it was collected by the utility. The inset shows the leak that was the reason for the replacement of this piece; (<b>b</b>) Sample 04 was cut into ribbons 1 m long and 0.15 m wide to fit into the CT-scanner.</p>
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<p>Peculiarities encountered in the pipe wall of Sample 04: (<b>a</b>) a low-density void is visible in the medical CT (top, red square) and in the micro-CT (bottom); (<b>b</b>) a high-density inclusion is visible in the medical CT (top, red square and inset) and in the micro-CT (bottom).</p>
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<p>Peculiarity encountered in the pipe wall of Sample 04: (<b>a</b>) a high-density particle is visible in a crack in the inner pipe wall, imaged with the medical CT; (<b>b</b>) and (<b>c</b>): Micro-CT cross-sections of the same particle; (<b>d</b>) volume reconstruction of the particle based on all micro-CT cross-sections.</p>
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19 pages, 7504 KiB  
Article
Research on the Structural Performance of Liquid Nitrogen Ice Plugs on Nuclear Power Pipes
by Wei Zhang, Ke Xu, Minglei Hu, Huijie Liang, Hao Chen, Liqun Wang and Yongqiang Feng
Energies 2024, 17(17), 4211; https://doi.org/10.3390/en17174211 - 23 Aug 2024
Viewed by 472
Abstract
Nuclear energy, as an important component of the power system, has become a key focus of future energy development research. Various equipment and pipelines in nuclear power plants require regular inspection, maintenance, and repair. The pipelines in nuclear power plants are typically large, [...] Read more.
Nuclear energy, as an important component of the power system, has become a key focus of future energy development research. Various equipment and pipelines in nuclear power plants require regular inspection, maintenance, and repair. The pipelines in nuclear power plants are typically large, necessitating a device that can locally isolate sections of the pipeline during maintenance operations. Ice plug freezing technology, an economical and efficient method for maintaining and replacing equipment without shutdown, has been widely applied in nuclear power plants. The structure of the ice plug jacket, a type of low-temperature jacket heat exchanger, affects the flow path of the working fluid within the jacket and consequently impacts heat transfer. This study utilizes Computational Fluid Dynamics (CFD) to establish five types of jacket structures: standard, center-offset (center-in, side-out), helical, helical fin, and labyrinth. The effects of different structures on the freezing characteristics of ice plugs are analyzed and compared. The research indicates that the labyrinth jacket enhances the heat transfer performance between liquid nitrogen and the liquid inside the pipe, forming a larger ice layer at the same liquid nitrogen flow rate. Additionally, the standard jacket has the shortest sealing time at high liquid nitrogen flow rates. Full article
(This article belongs to the Section B4: Nuclear Energy)
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<p>Schematic diagram of the ice plug freezing technology [<a href="#B9-energies-17-04211" class="html-bibr">9</a>].</p>
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<p>Cross-sectional diagram of the jacket structure. (<b>A</b>) Standard jacket, (<b>B</b>) Center-offset jacket, (<b>C</b>) Helical jacket, (<b>D</b>) Helical fin jacket, (<b>E</b>) Labyrinth jacket.</p>
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<p>Mesh division of the pipeline segment. (<b>A</b>) Mesh division of water inside the pipe in the X–Y plane, (<b>B</b>) Mesh division of water inside the pipe.</p>
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<p>Mesh division of the ice plug jacket.</p>
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<p>Mesh division of the jacket structure. (<b>A</b>) Mesh division of the standard jacket, (<b>B</b>) Mesh division of the center-offset jacket, (<b>C</b>) Mesh division of the helical jacket, (<b>D</b>) Mesh division of the helical fin jacket, (<b>E</b>) Mesh division of the labyrinth jacket.</p>
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<p>Mesh division of the jacket structure. (<b>A</b>) Mesh division of the standard jacket, (<b>B</b>) Mesh division of the center-offset jacket, (<b>C</b>) Mesh division of the helical jacket, (<b>D</b>) Mesh division of the helical fin jacket, (<b>E</b>) Mesh division of the labyrinth jacket.</p>
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<p>Results of mesh calculation.</p>
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<p>Contour map of internal temperature distribution when ice plugs form for five conditions with liquid nitrogen flow velocity of 0.1 m/s. (<b>A</b>) Standard jacket, (<b>B</b>) Center-offset jacket, (<b>C</b>) Helical jacket, (<b>D</b>) Helical fin jacket, (<b>E</b>) Labyrinth jacket.</p>
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<p>Contour map of internal temperature distribution when ice plugs form for five conditions with liquid nitrogen flow velocity of 0.1 m/s. (<b>A</b>) Standard jacket, (<b>B</b>) Center-offset jacket, (<b>C</b>) Helical jacket, (<b>D</b>) Helical fin jacket, (<b>E</b>) Labyrinth jacket.</p>
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<p>Contour map of ice distribution inside the pipeline when ice plugs form for five conditions with a liquid nitrogen flow velocity of 0.1 m/s. (<b>A</b>) Standard jacket, (<b>B</b>) Center-offset jacket, (<b>C</b>) Helical jacket, (<b>D</b>) Helical fin jacket, (<b>E</b>) Labyrinth jacket.</p>
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<p>Contour map of ice distribution inside the pipeline when ice plugs form for five conditions with a liquid nitrogen flow velocity of 0.1 m/s. (<b>A</b>) Standard jacket, (<b>B</b>) Center-offset jacket, (<b>C</b>) Helical jacket, (<b>D</b>) Helical fin jacket, (<b>E</b>) Labyrinth jacket.</p>
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<p>Freezing times of ice plugs for five jacket structures under different liquid nitrogen flow rates.</p>
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<p>Liquid nitrogen consumption of ice plug for five jacket structures under different liquid nitrogen flow rates.</p>
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<p>Ice volumes formed inside the pipeline of ice plug for five jacket structures under different liquid nitrogen flow rates.</p>
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<p>Ice volumes formed per kilogram of liquid nitrogen consumed for five jacket structures under different liquid nitrogen flow rates.</p>
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<p>Ice plug freezing experimental setup.</p>
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18 pages, 16417 KiB  
Article
Study on the Impact of Pole Spacing on Magnetic Flux Leakage Detection under Oversaturated Magnetization
by Wenlong Liu, Lemei Ren and Guansan Tian
Sensors 2024, 24(16), 5195; https://doi.org/10.3390/s24165195 - 11 Aug 2024
Viewed by 942
Abstract
Magnetic flux leakage (MFL) inspection employs leakage magnetic fields to effectively detect and locate pipeline defects. The spacing between magnetic poles significantly affects the leakage magnetic field strength. While most detectors typically opt for moderate pole spacing for routine detection, this study investigates [...] Read more.
Magnetic flux leakage (MFL) inspection employs leakage magnetic fields to effectively detect and locate pipeline defects. The spacing between magnetic poles significantly affects the leakage magnetic field strength. While most detectors typically opt for moderate pole spacing for routine detection, this study investigates the propagation characteristics of MFL signals at small pole spacings (under specimen oversaturated magnetization) and their impact on MFL detection. Through finite element simulation and experiments, it reveals a new signal phenomenon in the radial MFL signal By at small pole spacings, the double peak–valley (DPV) phenomenon, characterized by outer and inner peaks and valleys. Theoretical analysis based on the simulation results elucidates the mechanisms for this DPV phenomenon. Based on this, the impact of defect size, pipe wall thickness, and magnetic pole and rigid brush height on MFL signals under small magnetic pole spacings is examined. It is demonstrated that, under a smaller magnetic pole spacing, a potent background magnetic field manifests in the air above the defect. This DPV phenomenon is generated by the magnetic diffusion and compression interactions between the background and defect leakage magnetic fields. Notably, the intensity of the background magnetic field can be mitigated by reducing the height of the rigid brush. In contrast, the pipe wall thickness and magnetic pole height exhibit a negligible influence on the DPV phenomenon. The emergence of the DPV precipitates a reduction in the peak-to-valley difference within the MFL signal, constricting the depth range of detectable defects. However, the presence of DPV increases the identification of defects with smaller opening sizes. These findings reveal the characterization of the MFL signal under small pole spacing, offering a preliminary study on identifying specific defects using unconventional signals. This study provides valuable guidance for MFL detection. Full article
(This article belongs to the Topic Advances in Non-Destructive Testing Methods, 2nd Volume)
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<p>The principle of the MFL detection: (<b>a</b>) schematic diagram of MFL inspection detector, (<b>b</b>) cross-sectional illustration of MFL detection section, and (<b>c</b>) the principle of MFL signal collection.</p>
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<p>Three-dimensional defect leakage magnetic field FEM: (<b>a</b>) geometric model; (<b>b</b>) dimensions of the magnetizing device (mm).</p>
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<p>Nonlinear <span class="html-italic">BH</span> characteristic curve of the steel pipe.</p>
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<p>The experimental setup: (<b>a</b>) MFL detection device and signal transmission processing system, (<b>b</b>) schematic diagram of sensor probe, (<b>c</b>) rectangular metal loss defect, and (<b>d</b>) circular metal loss defect.</p>
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<p>Propagation characteristics of the MFL signal with different magnetic pole spacings: (<b>a</b>) the leakage magnetic field axial component <span class="html-italic">B<sub>x</sub></span>; (<b>b</b>) the leakage magnetic field radial component <span class="html-italic">B<sub>y</sub></span>.</p>
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<p>Column chart of the <span class="html-italic">B<sub>p-v</sub></span> of the magnetic field <span class="html-italic">B<sub>y</sub></span>.</p>
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<p>The MFL signals with different magnetic pole spacings: (<b>a</b>) the leakage magnetic field <span class="html-italic">B<sub>y</sub></span>; (<b>b</b>) variation in <span class="html-italic">B<sub>p-v</sub></span>.</p>
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<p>The variation in the leakage magnetic field <span class="html-italic">B<sub>y</sub></span> of circular defect with different pole spacings.</p>
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<p>The leakage magnetic field <span class="html-italic">B<sub>y</sub></span> at the magnetic pole spacings of 50 mm, 58 mm, and 110 mm: (<b>a</b>) rectangular metal loss defect; (<b>b</b>) circular metal loss defect.</p>
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<p>The leakage magnetic field <span class="html-italic">B<sub>y</sub></span> at different defect depths: magnetic pole spacings of (<b>a</b>) 40 mm and (<b>b</b>) 20 mm; and (<b>c</b>) the variation in <span class="html-italic">B<sub>p-v</sub></span>.</p>
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<p>Leakage magnetic field <span class="html-italic">B<sub>y</sub></span> at different defect lengths: magnetic pole spacings of (<b>a</b>) 40 mm and (<b>b</b>) 20 mm, and (<b>c</b>) the variation in <span class="html-italic">B<sub>p-v</sub></span>.</p>
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<p>Leakage magnetic field <span class="html-italic">B<sub>y</sub></span> at smaller defect lengths: magnetic pole spacings of (<b>a</b>) 40 mm and (<b>b</b>) 20 mm, and (<b>c</b>) the variation in <span class="html-italic">B<sub>p-v</sub></span>.</p>
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<p>The leakage magnetic field <span class="html-italic">B<sub>y</sub></span> at different wall thicknesses: magnetic pole spacing of (<b>a</b>) 40 mm and (<b>b</b>) 20 mm, and (<b>c</b>) the variation in <span class="html-italic">B<sub>p-v</sub></span>.</p>
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<p>The leakage magnetic field <span class="html-italic">B<sub>y</sub></span> at different magnetic pole heights, with magnetic pole spacings of (<b>a</b>) 40 mm and (<b>b</b>) 20 mm.</p>
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<p>The leakage magnetic field <span class="html-italic">B<sub>y</sub></span> at different rigid brush heights, with magnetic pole spacings of (<b>a</b>) 40 mm and (<b>b</b>) 20 mm.</p>
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<p>Schematic diagrams of the background magnetic field and defect leakage magnetic field: (<b>a</b>) magnetic field line diagram; (<b>b</b>) magnetic field vector diagram.</p>
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<p>Schematic diagram of the magnetic compression effect.</p>
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<p>Leakage magnetic field variation at different pole spacings: (<b>a</b>) shielded background magnetic field; (<b>b</b>) altered pole directions.</p>
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13 pages, 7872 KiB  
Article
Non-Intrusive Continuous Monitoring of Leaks for an In-Service Penstock
by Marius Nati, Cristina Despina-Stoian, Dragos Nastasiu, Denis Stanescu, Angela Digulescu, Cornel Ioana and Vincent Nanchen
Sensors 2024, 24(16), 5182; https://doi.org/10.3390/s24165182 - 11 Aug 2024
Viewed by 914
Abstract
In modern industries, pipelines play a crucial role, both as an essential element in energy transportation (water, gas and electricity) and also in the distribution of these resources. The large size of piping infrastructures, their age and unpredictable external factors are the main [...] Read more.
In modern industries, pipelines play a crucial role, both as an essential element in energy transportation (water, gas and electricity) and also in the distribution of these resources. The large size of piping infrastructures, their age and unpredictable external factors are the main difficulties in monitoring the piping system. In this context, the detection and the localization of leaks are challenging but essential, as leaks lead to substantial economic losses. Current methods have many limitations, involving invasive procedures, working only with short pipes or requiring a system shutdown. This paper presents a non-intrusive method based on acoustic signal processing. Leak detection is performed using matched filters, while localization is performed based on the phase diagram representation method and diagram-based entropy computation. Our continuous monitoring system was used for two months and a full comparison with the video inspection-based technique was conducted. The results indicate that this method has a high accuracy, regardless of the length of the pipe. Full article
(This article belongs to the Section Remote Sensors)
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<p>Schematic presentation of the system.</p>
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<p>System at node 1: (<b>a</b>) the system used for data recording and data transmission to the server; (<b>b</b>) acoustic sensor placement.</p>
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<p>System at node 2: (<b>a</b>) the system used for data recording and data transmission to the server; (<b>b</b>) acoustic sensor placement.</p>
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<p>Signal denoising methods.</p>
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<p>Schematic representation of the pipeline under analysis.</p>
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<p>(<b>a</b>) Extraction of the leakage pattern from access room 3 at 3 L/min; (<b>b</b>) pattern extracted.</p>
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<p>Signal and its phase diagram representation.</p>
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<p>Representation of points close within a distance.</p>
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<p>Phase diagram representation for the extracted patterns.</p>
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<p>(<b>a</b>) Access room 2 used for controlling leak; (<b>b</b>) starting point of water pipeline.</p>
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<p>(<b>a</b>) Leak detection from signal acquired at node 1; (<b>b</b>) the pattern determined.</p>
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<p>Localization of the leak.</p>
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<p>Leak detection for (<b>a</b>) access room 2; (<b>b</b>) access room 4.</p>
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<p>Localization of (<b>a</b>) first leak; (<b>b</b>) second leak.</p>
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<p>Schematic representation of the pipeline with detected leak positions.</p>
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<p>The robot used for video surveillance.</p>
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<p>Video surveillance results: (<b>a</b>) first localised leak; (<b>b</b>) second localised leak.</p>
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20 pages, 2426 KiB  
Review
Enhancing Turnaround Maintenance in Process Plants through On-Stream Phased Array Corrosion Mapping: A Review
by Jan Lean Tai, Mohamed Thariq Hameed Sultan, Andrzej Łukaszewicz, Farah Syazwani Shahar, Zbigniew Oksiuta and Renga Rao Krishnamoorthy
Appl. Sci. 2024, 14(15), 6707; https://doi.org/10.3390/app14156707 - 1 Aug 2024
Viewed by 855
Abstract
This review paper aims to understand the current processing plant maintenance systems and further identify on-stream phased array corrosion mapping (PACM) to reduce turnaround maintenance (TAM) activity during plant operations. Reducing the TAM duration and extending the TAM interval are common goals of [...] Read more.
This review paper aims to understand the current processing plant maintenance systems and further identify on-stream phased array corrosion mapping (PACM) to reduce turnaround maintenance (TAM) activity during plant operations. Reducing the TAM duration and extending the TAM interval are common goals of most researchers. Thus, a detailed review was performed to understand the maintenance systems and the problems faced. Furthermore, a review of the current PACM application and the possibility of applying it during on-stream inspection was also performed. PACM has better detectability for localized corrosion, and the results can be obtained for a range of thicknesses, which is the main advantage of this method. However, applying PACM during on-stream inspections at elevated temperatures presents challenges owing to the limitations of the ultrasonic properties and increased probe contact. Future research is needed to evaluate the effectiveness of PACM on piping systems that can be utilized for inspection during plant operation at elevated temperatures. This will enable the detection of general and localized corrosion in common materials, thereby reducing the TAM duration and extending TAM intervals. Detecting and monitoring corrosion growth without shutdown is critical for ensuring the safety and reliability of the processing plants. This literature review provides a more precise direction for future research to address these challenges and to advance the field of on-stream corrosion monitoring. Full article
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<p>Visualization of interaction between RCM and maintenance strategies.</p>
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<p>The common process flow of PACM.</p>
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<p>Phased array ultrasonic testing data presentation (adapted from [<a href="#B75-applsci-14-06707" class="html-bibr">75</a>]).</p>
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<p>Research objective/aim summaries.</p>
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21 pages, 11344 KiB  
Article
Orbital-Rail-Type Automatic Inspection Device for Pipeline Welds Using Radiation Dose Prediction Results from FLUKA Simulation
by Du-Song Kim, Sung-Hoe Heo, Seung-Uk Heo and Jaewoong Kim
Appl. Sci. 2024, 14(14), 6165; https://doi.org/10.3390/app14146165 - 15 Jul 2024
Viewed by 875
Abstract
Pipeline welds typically do not have secondary reinforcement, rendering welds highly vulnerable to leakage accidents caused by the movement of gases or liquids. Therefore, identifying internal defects in welds through radiographic testing (RT) is critical for a visual and quantitative evaluation of weld [...] Read more.
Pipeline welds typically do not have secondary reinforcement, rendering welds highly vulnerable to leakage accidents caused by the movement of gases or liquids. Therefore, identifying internal defects in welds through radiographic testing (RT) is critical for a visual and quantitative evaluation of weld defects. In this study, we developed a device that can automatically inspect the circumferential connection between pipes by applying a digital radiography testing (DRT) technique that can convert radiation signals into real-time electrical signals by using a digital detector array (DDA). Gamma rays were used to minimize spatial constraints in the inspection environment and optimization was performed to satisfy quality requirements set by international standards. Furthermore, FLUKA simulation was performed to predict radiation intensity for accurate radiation leakage identification to enable the shielding design to be supplemented with lead rubber. This measure considerably reduces the safe distance for radiation leakage during field testing. The results confirmed the feasibility of a novel automated inspection technique that integrates automatic inspection devices and ensures safety using radiation, the byproduct of which is a hazardous material. Full article
(This article belongs to the Special Issue Advances and Applications of Nondestructive Testing)
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<p>Differences in radiographic examination techniques for pipe welds. (<b>a</b>) Double-wall single image (DWSI). (<b>b</b>) Double-wall double image (DWDI).</p>
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<p>Configuration of orbital-rail-type automatic inspection device using bendable digital detector array.</p>
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<p>Inspection flowchart using the orbital-rail-type automatic inspection device.</p>
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<p>Criteria for selecting the collimator’s angle of irradiation and shielding area.</p>
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<p>Specifications of the used survey meter and field measurement conditions.</p>
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<p>Results of radiation dose measurements at the horizontal piping location.</p>
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<p>Geometry and modeling conditions of the tungsten collimator. (<b>a</b>) Status of the manufactured tungsten collimator and three-dimensional (3D) modeling. (<b>b</b>) Three-dimensional modeling of Se-75 isotope and inspection device.</p>
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<p>FLUKA simulation results according to initial design conditions. (<b>a</b>) Three-dimensional modeling and placement according to initial shielding design. (<b>b</b>) Dose distribution derived from the X–Y axis. (<b>c</b>) Dose distribution derived from the Y–Z axis (section at 11 m based on the X axis). (<b>d</b>) Dose map for determining leakage areas through position movement on the Y–Z axis (section at 55 m based on the X axis).</p>
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<p>FLUKA simulation results according to initial design conditions. (<b>a</b>) Three-dimensional modeling and placement according to initial shielding design. (<b>b</b>) Dose distribution derived from the X–Y axis. (<b>c</b>) Dose distribution derived from the Y–Z axis (section at 11 m based on the X axis). (<b>d</b>) Dose map for determining leakage areas through position movement on the Y–Z axis (section at 55 m based on the X axis).</p>
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<p>Additional supplementation of the shielding area according to simulation results. (<b>a</b>) Minimizing the space between pipes, DDA, and shielding devices (length-direction shielding of the welded area). (<b>b</b>) Configuration of additional complementary devices using lead rubber (DDA wide-direction shielding).</p>
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<p>Simulation results after supplemented shielding conditions in the DDA width direction. (<b>a</b>) Dose distribution derived from X–Y axis. (<b>b</b>) Dose distribution derived from the Y–Z axis (section at 55 m based on the X-axis).</p>
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<p>Derivation of radiation dose measurements through field installation pipes. (<b>a</b>) Appearance of dose measurements in field-installed pipes. (<b>b</b>) Result of dose measurements in field-installed pipes.</p>
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15 pages, 5946 KiB  
Article
A Reliability Assessment Method for Natural Gas Pipelines with Corroded Defects That Considers Detection Cycles
by An Li, Feng Jin, Yuan Li, Wen Lan, Pan Liu, Zhifeng Yu and Kai Wen
Energies 2024, 17(14), 3366; https://doi.org/10.3390/en17143366 - 9 Jul 2024
Viewed by 767
Abstract
With the development of natural gas pipelines, the proportion of aged pipelines in service has been increasing, and corrosion remains a primary cause of pipeline failure. Regular inspections and reliability assessments are crucial to ensure the safe operation of pipelines. This study investigated [...] Read more.
With the development of natural gas pipelines, the proportion of aged pipelines in service has been increasing, and corrosion remains a primary cause of pipeline failure. Regular inspections and reliability assessments are crucial to ensure the safe operation of pipelines. This study investigated an efficient reliability assessment method for corroded pipelines that considers in-line inspection intervals. First, this study compared the commonly used limit state equations for corrosion defects to select one suitable for X80-grade steel pipelines. Additionally, a Tail-Fit Monte Carlo Simulation (TF-MCS) algorithm was proposed to improve the computational speed by 30 times compared to traditional Monte Carlo simulations. Then, this study explored the inspection intervals used for reliability assessments of corroded pipelines. Finally, the parameter sensitivity was analyzed considering the yield strength, maximum operating pressure, and pipe diameter. This study ensures the reliable operation of corroded gas pipelines. Full article
(This article belongs to the Topic Oil and Gas Pipeline Network for Industrial Applications)
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<p>A complete flowchart.</p>
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<p>Monte Carlo simulation results of the eight corrosion equations using a certain X80 steel grade.</p>
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<p>Monte Carlo simulation calculation process based on tail fitting.</p>
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<p>Reliability calculation process for corroded pipelines incorporating in-pipe detectors.</p>
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<p>Comparison of calculations of failure probabilities of pipelines containing corrosion defects.</p>
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<p>High-precision detector calculation results.</p>
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<p>Medium-precision detector calculation results.</p>
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<p>Low-precision detector calculation results.</p>
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<p>Changes in failure probability with changes in mean defect depth and mean defect length.</p>
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<p>Changes in failure probability with changes in mean defect depth growth rate and yield strength.</p>
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<p>Changes in failure probability with changes in maximum pressure and pipe diameter.</p>
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