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20 pages, 17532 KiB  
Article
Development of Sustainable and Innovative Manhole Covers in Fibre-Reinforced Concrete and GFRP Grating
by Joaquim A. O. Barros, Fatemeh Soltanzadeh, Christoph de Sousa and Mónica O. Vera
Appl. Sci. 2024, 14(16), 6903; https://doi.org/10.3390/app14166903 - 7 Aug 2024
Viewed by 505
Abstract
In several countries, manhole covers made of steel are being stolen, with significant economic losses for private and public entities, and even causing accidents. In this work, a new manhole cover is developed using fibre-reinforced cementitious (FRC) materials and glass fibre-reinforced polymer (GFRP) [...] Read more.
In several countries, manhole covers made of steel are being stolen, with significant economic losses for private and public entities, and even causing accidents. In this work, a new manhole cover is developed using fibre-reinforced cementitious (FRC) materials and glass fibre-reinforced polymer (GFRP) gratings. Since the GFRP gratings are immune to corrosion, and FRC is a relatively low-cost material, manhole covers in FRC reinforced with GFRP gratings are durable and not so appealing to be stolen as those made from steel. An experimental program with manhole cover specimens made with two types of FRC and two types of GFRP gratings was executed by investigating the strength, stiffness and post-cracking tensile capacity of the FRCs and the stiffness and flexural capacity of the two GFRP gratings. It was demonstrated that the developed manhole cover concept can be of class A15 up to D400 according to the recommendations of BS EN 124:1994. Full article
(This article belongs to the Special Issue Mechanical and Structural Behavior of Fiber-Reinforced Concrete)
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<p>Replacement needs for manhole covers due to: (<b>a</b>) steel corrosion; (<b>b</b>) local rupture; (<b>c</b>) global collapse.</p>
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<p>Typical highway cross-section showing the location of the four classes of covers according to the BS EN 124:1994 [<a href="#B42-applsci-14-06903" class="html-bibr">42</a>].</p>
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<p>Schematic representation of the types of tested specimens using GFRP grating of (<b>a</b>) type1 with PFRM, (<b>b</b>) type1 with HFRC, and (<b>c</b>) type2 with HFRC (dimensions in mm).</p>
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<p>Test setup adopted for testing: (<b>a</b>) GFRP gratings and (<b>b</b>) manhole cover specimens.</p>
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<p>Support system for the GFRP grating and manhole cover specimens: (<b>a</b>) schematic representation (dimensions in mm) and (<b>b</b>) photo.</p>
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<p>Setup adopted for testing the manhole cover specimens including (<b>a</b>) G_Type1 and (<b>b</b>) G_Type2; (<b>c</b>) view of the LVDTs recording the specimen’s central deflection (dimensions in mm).</p>
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<p>Load vs. central deflection of the GFRP gratings G_type1 and G_type2.</p>
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<p>Typical damages observed on the GFRP gratings after their testing.</p>
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<p>Modelling the GFRP gratings to obtain the modulus of elasticity of their GFRP by inverse analysis: (<b>a</b>) ¼ was simulated by taking advantage of the double symmetry of the structure, (<b>b</b>) support and boundary conditions, and (<b>c</b>) vertical displacement field.</p>
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<p>Typical crack pattern at the upper surface and failure mode of the tested manhole covers.</p>
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<p>Crack pattern at failure of the bottom faces of (<b>a</b>) PRFM80_c15_g35, (<b>b</b>) PFRM100_c15_g35, (<b>c</b>) HFRC80_c25_g35, (<b>d</b>) HFRC100_c30_g35, (<b>e</b>) HFRC100_c25_g50, (<b>f</b>) HFRC100_c00_g50, and (<b>g</b>) HFRC110_c40_g50.</p>
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<p>Force vs. centre deflection of PRFM80_c15_g35 and PFRM100_c15_g35.</p>
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<p>Force vs. centre deflection of HFRC100_c30_g35 and HFRC100_c25_g50.</p>
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<p>Force vs. centre deflection of (<b>a</b>) PFRM80_c15_g35 vs. HFRC80_c25_g35 and (<b>b</b>) PFRM100_c15_g35 vs. HFRC100_c30_g35.</p>
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<p>Force vs. centre deflection of (<b>a</b>) PFRM80_c15_g35 vs. HFRC80_c25_g35 and (<b>b</b>) PFRM100_c15_g35 vs. HFRC100_c30_g35.</p>
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<p>Force vs. centre deflection of HFRC80_c25_g35 vs. HFRC100_c30_g35.</p>
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<p>Force vs. centre deflection of HFRC100_c00_g50 vs. HFRC100_c25_g50.</p>
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19 pages, 1580 KiB  
Article
Research on Ecological Design of Intelligent Manhole Covers Based on Fuzzy Analytic Hierarchy Process
by Huijuan Guo
Sustainability 2024, 16(13), 5310; https://doi.org/10.3390/su16135310 - 21 Jun 2024
Viewed by 705
Abstract
In response to the global demand for sustainable development in urban areas, there is an urgent need to enhance the ecological environment of urban areas. Urban renewal through sponge cities has become an effective method for achieving this goal. As one of the [...] Read more.
In response to the global demand for sustainable development in urban areas, there is an urgent need to enhance the ecological environment of urban areas. Urban renewal through sponge cities has become an effective method for achieving this goal. As one of the most dynamic elements in urban spaces, manhole covers play a crucial role in enhancing the city’s image. To facilitate urban redevelopment effectively, improve the functionality of urban manhole covers, and promote sustainable urban development, this study explores ecological design factors for urban manhole covers, providing recommendations for future designs in China. Grounded on existing literature research and the urban redevelopment planning of the central district in Maanshan City, the FAHP method was used to determine the weights of five indicators containing environmental esthetics, ecological sustainability, intelligent detection, intelligent interaction, and safety, and scientifically constructed the ecological design and evaluation index system of intelligent grass pot manhole cover. The weighted average algorithm was used to obtain the index priority ranking, and the most critical elements were selected for design and refinement. The evaluation results indicate that safety, ecological sustainability, and the enhancement of the ecological design of intelligent manhole covers show the most significant improvement. The research outcomes can be used as a reference for enhancing urban ecological environments, promoting urban regeneration, and advancing sponge city construction. Full article
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<p>The location of Maanshan City in Anhui Province.</p>
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<p>Urban renewal plan for the central urban area of Maanshan.</p>
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<p>Indicator hierarchy model.</p>
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<p>Design and evaluation process of intelligent manhole cover.</p>
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<p>Bar chart of indicator weights.</p>
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<p>(<b>a</b>) Intelligent manhole cover principle. (<b>b</b>) Inspection of the manhole.</p>
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<p>Ecological design of smart manhole cover.</p>
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<p>Conventional manhole cover.</p>
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16 pages, 2422 KiB  
Article
Research on Point Cloud Structure Detection of Manhole Cover Based on Structured Light Camera
by Guijuan Lin, Hao Zhang, Siyi Xie, Jiesi Luo, Zihan Li and Yu Wang
Electronics 2024, 13(7), 1226; https://doi.org/10.3390/electronics13071226 - 26 Mar 2024
Viewed by 663
Abstract
This study introduced an innovative approach for detecting structural anomalies in road manhole covers using structured light cameras. Efforts have been dedicated to enhancing data quality by commencing with the acquisition and preprocessing of point cloud data from real-world manhole cover scenes. The [...] Read more.
This study introduced an innovative approach for detecting structural anomalies in road manhole covers using structured light cameras. Efforts have been dedicated to enhancing data quality by commencing with the acquisition and preprocessing of point cloud data from real-world manhole cover scenes. The RANSAC algorithm is subsequently employed to extract the road plane and determine the height of the point cloud structure. In the presence of non-planar point cloud exhibiting abnormal heights, the DBSCAN algorithm is harnessed for cluster segmentation, aiding in the identification of individual objects. The method culminates with the introduction of a sector fitting detection model, adept at effectively discerning manhole cover features within the point cloud and delivering comprehensive height and structural information. Experimental findings underscore the method’s efficacy in accurately gauging the degree of subsidence in manhole cover structures, with data errors consistently maintained within an acceptable range of 8 percent. Notably, the measurement speed surpasses that of traditional methods, presenting a notably efficient and dependable technical solution for road maintenance. Full article
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<p>Radius Filtering Schematic: Point cloud in (<b>a</b>) before executing radius filtering, and in (<b>b</b>) after performing radius filtering.</p>
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<p>Flowchart of processing pipeline to detect manhole covers from point clouds. Key steps include filtering, road surface segmentation, clustering, and manhole recognition.</p>
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<p>RANSAC Plane Fitting Algorithm.</p>
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<p>RANSAC Road Plane Point Cloud Segmentation Schematic: (<b>a</b>–<b>c</b>) depict point clouds of three structurally distinct manhole covers.</p>
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<p>Sector Fitting Process: Illustration.</p>
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<p>DBSCAN + SF Selection Results: (<b>a</b>,<b>c</b>) depict the point cloud segmentation and selection outcomes when the manhole cover is inclined, while (<b>b</b>) illustrates the point cloud segmentation in the case of a relatively flat manhole cover.</p>
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<p>Point Cloud Visualization Elevation Maps: (<b>a</b>–<b>d</b>) represent point clouds of manhole covers with varying degrees of subsidence.</p>
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<p>Elevation Histogram of Manhole Cover Point Clouds: (<b>a</b>–<b>d</b>) correspond to the manhole covers and labels in <a href="#electronics-13-01226-f007" class="html-fig">Figure 7</a>.</p>
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<p>The chart illustrates the average time consumption comparison for manual measurement, CloudCompare measurement, and custom algorithm measurement.</p>
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<p>The chart compares measurements to validations for structures beyond 5 cm. Bars represent measurements and validations, lines depict errors, and axis symbols indicate misclassifications. The red X indicates a misclassification of the type.</p>
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<p>The chart compares measurements to validations for structures below 5 cm. The red X indicates a misclassification of the type.</p>
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20 pages, 13804 KiB  
Article
Manhole Cover Classification Based on Super-Resolution Reconstruction of Unmanned Aerial Vehicle Aerial Imagery
by Dejiang Wang and Yuping Huang
Appl. Sci. 2024, 14(7), 2769; https://doi.org/10.3390/app14072769 - 26 Mar 2024
Cited by 2 | Viewed by 875
Abstract
Urban underground pipeline networks are a key component of urban infrastructure, and a large number of older urban areas lack information about their underground pipelines. In addition, survey methods for underground pipelines are often time-consuming and labor-intensive. While the manhole cover serves as [...] Read more.
Urban underground pipeline networks are a key component of urban infrastructure, and a large number of older urban areas lack information about their underground pipelines. In addition, survey methods for underground pipelines are often time-consuming and labor-intensive. While the manhole cover serves as the hub connecting the underground pipe network with the ground, the generation of underground pipe network can be realized by obtaining the location and category information of the manhole cover. Therefore, this paper proposed a manhole cover detection method based on UAV aerial photography to obtain ground images, using image super-resolution reconstruction and image positioning and classification. Firstly, the urban image was obtained by UAV aerial photography, and then the YOLOv8 object detection technology was used to accurately locate the manhole cover. Next, the SRGAN network was used to perform super-resolution processing on the manhole cover text to improve the clarity of the recognition image. Finally, the clear manhole cover text image was input into the VGG16_BN network to realize the manhole cover classification. The experimental results showed that the manhole cover classification accuracy of this paper’s method reached 97.62%, which verified its effectiveness in manhole cover detection. The method significantly reduces the time and labor cost and provides a new method for manhole cover information acquisition. Full article
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<p>Flow chart for locating and classifying manhole covers.</p>
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<p>YOLOv8 structure diagram.</p>
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<p>Manhole cover positioning data set display.</p>
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<p>Picture overlap rate display. (<b>a</b>) cutout schematic, (<b>b</b>) avoiding manhole cover cutout schematic.</p>
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<p>Fuzzy display of manhole cover.</p>
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<p>SRGAN network structure.</p>
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<p>Enhanced display of text super-resolution reconstruction dataset.</p>
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<p>SRGAN network training process.</p>
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<p>VGG16_BN network architecture diagram.</p>
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<p>Category display of manhole cover classification.</p>
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<p>K-value cross-validation dataset division.</p>
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<p>Aerial image of manhole cover positioning.</p>
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<p>Super-resolution reconstruction of aerial image.</p>
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<p>Evaluation index diagram.</p>
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<p>Display of the results of manhole cover localization. (<b>a</b>) sunny day shot of manhole covers (<b>b</b>,<b>e</b>) cloudy day shot with different types of manhole covers (<b>c</b>,<b>d</b>) mutilated manhole covers (<b>f</b>) stained cover manhole covers.</p>
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<p>Text positioning results display. (<b>a</b>,<b>b</b>) square manhole covers (<b>c</b>) stained covered manhole covers (<b>d</b>,<b>e</b>) sunny shooting manhole covers (<b>f</b>) mutilated manhole covers.</p>
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<p>Super-resolution reconstruction results.</p>
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<p>Hyperparameter training loss results.</p>
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<p>The result of super-resolution image text recognition.</p>
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<p>Character recognition network training result diagram. (<b>a</b>) low-brightness manhole cover (<b>b</b>–<b>d</b>) high-brightness manhole cover.</p>
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19 pages, 2995 KiB  
Article
A Multi-Parameter Flexible Smart Water Gauge for the Accurate Monitoring of Urban Water Levels and Flow Rates
by Selamu Wolde Sebicho, Baodong Lou and Bethel Selamu Anito
Eng 2024, 5(1), 198-216; https://doi.org/10.3390/eng5010011 - 19 Jan 2024
Viewed by 1050
Abstract
Urban drainage and waterlogging prevention are critical components of urban water management systems, as they help to mitigate the risks of flooding and water damage in cities. The accurate collection of liquid level and flow rate data at the end of these systems [...] Read more.
Urban drainage and waterlogging prevention are critical components of urban water management systems, as they help to mitigate the risks of flooding and water damage in cities. The accurate collection of liquid level and flow rate data at the end of these systems is crucial for their effective monitoring and management. However, existing water equipment for this purpose has several shortcomings, including limited accuracy, inflexibility, and difficulty in operation under specific working conditions. A new type of multi-parameter flexible smart water gauge was developed to address these issues. This technology uses underwater simulation robot technology and is designed to overcome the deficiencies of existing water equipment. The flexibility of the gauge allows it to be adapted to different working conditions, ensuring accurate data collection even in challenging environments. The accuracy of the new water gauge was tested through a series of experiments, and the results showed that it was highly accurate in measuring both liquid level and flow rate. This new technology has the potential to be a key tool in smart water conservancy, enabling the more efficient and accurate monitoring of water levels and flow rates. By providing a new solution to the problem of collecting terminal equipment for urban drainage and waterlogging prevention, this technology can help to improve the resilience and sustainability of urban water management systems. Full article
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<p>Flexible smart water gauge prototype.</p>
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<p>Bionic robot fish to flexible smart water gauge.</p>
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<p>The schematic diagram of equipment installation.</p>
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<p>Schematic diagram of water level calculation of manhole cover terminal equipment.</p>
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<p>LS1206B propeller flow meter.</p>
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<p>Construction of water level detection environment.</p>
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<p>Experimental arrangement of terminal flexible water gauge and standard flow meter.</p>
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<p>Experimental state of standard flow meter (<b>a</b>) and flexible smart water gauge (<b>b</b>).</p>
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<p>Actual depth of manhole cover node measured by water level meter.</p>
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<p>Manhole cover terminal water gauge after field debugging.</p>
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<p>The manhole cover terminal water gauge installed on site.</p>
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<p>Error analysis chart between indicator flow rate and measured flow rate of smart water gauge.</p>
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<p>Smart water gauge river flow calculation and measured flow rate analysis.</p>
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16 pages, 10872 KiB  
Article
Understanding In-Line Connections Behavior from Experimental and Numerical Analyses on Rectangular and Circular Hollow Section Elements
by Calin-Ioan Birdean, Ioan Both, Ioan Mărginean and Anghel Cernescu
Mathematics 2023, 11(15), 3416; https://doi.org/10.3390/math11153416 - 5 Aug 2023
Viewed by 905
Abstract
Depending on the connection type, especially semi-rigid connections, the analyses of building structures offer accurate results function of the rigidity and ductility. The present paper analyzes the in-line connection of rectangular and circular hollow sections, categorized as semi-rigid connections, suitable for an architectural [...] Read more.
Depending on the connection type, especially semi-rigid connections, the analyses of building structures offer accurate results function of the rigidity and ductility. The present paper analyzes the in-line connection of rectangular and circular hollow sections, categorized as semi-rigid connections, suitable for an architectural design of invisible joints. For such connection the standards do not cover an explicit design method. Experimental bending tests were performed on rectangular and circular hollow sections having the end plate fixed inside the profile and bolted by four and one high-strength bolts, respectively. The joint separation represents a serviceability criterion which was monitored using digital image correlation technique. Based on experimental results, a numerical model was validated using the finite element method. After the validation of the numerical model based on the experimental results, a parametric investigation was conducted to study the influence of the access hole, the preload level, the end plate thickness, and the axial force. The results show the small influence of the bolt preload, but the end plate thickness was of major importance. A reduction of the assembly rigidity was also caused by the manhole. The study shows the feasibility of the connection configuration with the end plate positioned inside the hollow profile. Full article
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<p>Static scheme for: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>Details of RHS specimen.</p>
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<p>Details of CHS specimen.</p>
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<p>Test setup.</p>
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<p>Loading devices for: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>Tensile tests specimen for: (<b>a</b>) RHS; (<b>b</b>) CHS; (<b>c</b>) bolts.</p>
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<p>Base material characteristic curves for: (<b>a</b>) RHS; (<b>b</b>) CHS; (<b>c</b>) bolt.</p>
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<p>Fracture of the tensile specimens for: (<b>a</b>) RHS; (<b>b</b>) CHS; (<b>c</b>) bolt.</p>
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<p>(<b>a</b>) Speckle pattern for RHS; (<b>b</b>) speckle pattern for CHS; (<b>c</b>) setup for the DIC system.</p>
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<p>Finite element model for RHS: (<b>a</b>) individual parts; (<b>b</b>) assembly.</p>
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<p>Finite element model for CHS: (<b>a</b>) individual parts; (<b>b</b>) assembly.</p>
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<p>Contact interactions: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>Support conditions: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>Loading areas for: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>FEM mesh for parts: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>Force displacement curves and failure modes: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>Joint separation recorded during experiments: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>Experimental vs. FEM analysis: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>Stress caused by preload in the profile and in the bolts for: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>Joint separation: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>Hand hole effect: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>Bolt preload effect on capacity: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>Bolt preload effect on joint separation: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>End plate thickness effect: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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<p>Maximum forces: (<b>a</b>) bolt preload; (<b>b</b>) end plate thickness.</p>
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<p>Position of neutral axis according to [<a href="#B18-mathematics-11-03416" class="html-bibr">18</a>]: (<b>a</b>) RHS; (<b>b</b>) CHS.</p>
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19 pages, 10551 KiB  
Article
Convolutional Neural Network-Based Approximation of Coverage Path Planning Results for Parking Lots
by Andrius Kriščiūnas, Dalia Čalnerytė, Tautvydas Fyleris, Tadas Jurgutis, Dalius Makackas and Rimantas Barauskas
ISPRS Int. J. Geo-Inf. 2023, 12(8), 313; https://doi.org/10.3390/ijgi12080313 - 30 Jul 2023
Cited by 1 | Viewed by 1249
Abstract
Parking lots have wide variety of shapes because of surrounding environment and the objects inside the parking lot, such as trees, manholes, etc. In the case of paving the parking lot, as much area as possible should be covered by the construction vehicle [...] Read more.
Parking lots have wide variety of shapes because of surrounding environment and the objects inside the parking lot, such as trees, manholes, etc. In the case of paving the parking lot, as much area as possible should be covered by the construction vehicle to reduce the need for manual workforce. Thus, the coverage path planning (CPP) problem is formulated. The CPP of the parking lots is a complex problem with constraints regarding various issues, such as dimensions of the construction vehicle and data processing time and resources. A strategy based on convolutional neural networks (CNNs) for the fast estimation of the CPP’s average track length, standard deviation of track lengths, and number of tracks was suggested in this article. Two datasets of different complexity were generated to analyze the suggested approach. The first case represented a simple case with a working polygon constructed out of several rectangles with applied shear and rotation transformations. The second case represented a complex geometry generated out of rectangles and ellipses, narrow construction area, and obstacles. The results were compared with the linear regression models, with the area of the working polygon as an input. For both generated datasets, the strategy to use an approximator to estimate outcomes led to more accurate results compared to the respective linear regression models. The suggested approach enables us to have rough estimates of a large number of geometries in a short period of time and organize the working process, for example, planning construction time and price, choosing the best decomposition of the working polygon, etc. Full article
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<p>Scheme for conventional coverage path finding workflow.</p>
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<p>The extended CPP process workflow.</p>
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<p>Geometrical representation of the problem.</p>
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<p>The flow diagram of the CPP algorithm.</p>
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<p>The resulting coverage path generated by selecting longest possible track as a reference track (<b>a</b>) and manually choosing the reference track (<b>b</b>). The reference tracks are shown in red.</p>
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<p>CNN-based approximator application schema.</p>
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<p>Tree of decomposition cases.</p>
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<p>The examples of the samples generated in order to represent cases in which the construction vehicle can freely move out of the working area to the construction area (<b>a</b>,<b>b</b>) and cases in which the motion of the construction vehicle is restricted by the boundaries of the construction area (<b>c</b>,<b>d</b>) and their image representations (<b>e</b>–<b>h</b>), respectively.</p>
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<p>The architecture of the CNN-based regression model.</p>
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<p>The CPP results for shapes from the benchmark dataset with large construction area (<b>a</b>–<b>d</b>) and narrow construction area (<b>e</b>–<b>h</b>).</p>
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<p>Tracks for the samples from Case 1 (<b>a</b>,<b>b</b>) and Case 2 (<b>c</b>,<b>d</b>) datasets.</p>
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<p>Loss function values during model training: (<b>a</b>) Case 1 dataset; (<b>b</b>) Case 2 dataset.</p>
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<p>The differences in total tracks (<b>a</b>), length of tracks (<b>b</b>), and standard deviation of tracks (<b>c</b>).</p>
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<p>Examples of approximation modelmodel results for each DS type from Case 2 dataset: (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math>; (<b>c</b>) <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>2</mn> </mrow> </semantics></math>; (<b>d</b>) <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>; (<b>e</b>) <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math>; (<b>f</b>) <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>2</mn> </mrow> </semantics></math>.</p>
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<p>Examples of approximation modelmodel results for each DS type from Case 2 dataset: (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math>; (<b>c</b>) <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>2</mn> </mrow> </semantics></math>; (<b>d</b>) <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>; (<b>e</b>) <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math>; (<b>f</b>) <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>2</mn> </mrow> </semantics></math>.</p>
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13 pages, 2895 KiB  
Article
Research and Implementation of Low-Power Anomaly Recognition Method for Intelligent Manhole Covers
by Jiahu Guo, Kai Wang, Jianquan Sun and Youcheng Jia
Electronics 2023, 12(8), 1926; https://doi.org/10.3390/electronics12081926 - 19 Apr 2023
Cited by 4 | Viewed by 1355
Abstract
This paper addresses the difficulty of balancing a real-time response and low power consumption in intelligent manhole cover application scenarios. It proposes a method to distinguish normal and abnormal events by segmenting the boundary at which the acceleration of the intelligent manhole cover [...] Read more.
This paper addresses the difficulty of balancing a real-time response and low power consumption in intelligent manhole cover application scenarios. It proposes a method to distinguish normal and abnormal events by segmenting the boundary at which the acceleration of the intelligent manhole cover deviates from a set threshold and lasts for a certain period, based on the difference in the intelligent manhole cover’s vibration patterns when a normal event and an abnormal event occur. This paper uses the autonomous data fusion of digital output motion sensor data to implement a pattern recognition algorithm for the above-mentioned pattern, which reduces the MCU computing and working time and the overall power consumption of the system while meeting real-time response requirements. The test results demonstrate that the method has a high rate of anomaly recognition accuracy. The method ensures the system’s real-time response capability, and the actual low power consumption test demonstrates that the device can operate continuously for 9.5 years. The low power consumption index exceeds the requirements of the existing national standard, thereby resolving the issue that it is challenging to balance intelligent manhole cover abnormality recognition and low power consumption. Full article
(This article belongs to the Special Issue Embedded Systems: Fundamentals, Design and Practical Applications)
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<p>LIS2DH12 circuit design schematic.</p>
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<p>Intelligent manhole cover workflow diagram.</p>
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<p>Intelligent manhole cover application scenario data monitoring.</p>
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<p>Vehicle crushing intelligent manhole cover vibration data (<b>a</b>), vibration data of pedestrian stepping on manhole cover (<b>b</b>), and intelligent manhole cover abnormal open cover monitoring data (<b>c</b>).</p>
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<p>Vehicle crushing intelligent manhole cover vibration data (<b>a</b>), vibration data of pedestrian stepping on manhole cover (<b>b</b>), and intelligent manhole cover abnormal open cover monitoring data (<b>c</b>).</p>
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<p>Diagram of digital output sensor abnormal interrupt.</p>
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<p>Intelligent manhole cover tilt diagram.</p>
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<p>Hardware block diagram of intelligent manhole cover.</p>
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<p>Actual test procedure flow.</p>
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<p>Power consumption test circuit.</p>
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<p>Actual power consumption test.</p>
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17 pages, 887 KiB  
Article
Adjusted Controlled Pass-By (CPB) Method for Urban Road Traffic Noise Assessment
by Ricardo Moreno, Francesco Bianco, Stefano Carpita, Alessandro Monticelli, Luca Fredianelli and Gaetano Licitra
Sustainability 2023, 15(6), 5340; https://doi.org/10.3390/su15065340 - 17 Mar 2023
Cited by 17 | Viewed by 1981
Abstract
Noise associated with road infrastructure is a prominent problem in environmental acoustics, and its implications with respect to human health are well documented. Objective and repeatable methodologies are necessary for testing the efficacy of sustainable noise mitigation methods such as low noise emission [...] Read more.
Noise associated with road infrastructure is a prominent problem in environmental acoustics, and its implications with respect to human health are well documented. Objective and repeatable methodologies are necessary for testing the efficacy of sustainable noise mitigation methods such as low noise emission pavement. The Controlled Pass-By (CPB) method is used to measure the sound generated by passing vehicles. Despite its popularity, the applicability of CPB is compromised in urban contexts, as its results depend on test site conditions, and slight changes in the experimental setup can compromise repeatability. Moreover, physical conditions, reduced space, and urban elements risk confine its use to only experimental road sites. In addition, vehicle speed represents a relevant factor that further contributes to the method’s inherent instability. The present paper aims to extend the applicable range of this method and to provide more reliable results by proposing an adjusted CPB method. Furthermore, CPB metrics such as LAmax do not consider the travelling speed of the vehicle under investigation. Our proposed method can yield an alternative metric that takes into account the duration of the noise event. A hypothetical urban case is investigated, and a signal processing pipeline is developed to properly characterize the resulting data. Speed cushions, manhole covers, and other spurious effects not related to the pass-by sound emissions of ordinary vehicles are pinpointed as well. Full article
(This article belongs to the Section Pollution Prevention, Mitigation and Sustainability)
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<p>Example of a speed cushion and a manhole cover effects in the proximity of the pavement under investigation. The red region corresponds to the road segment of interest. Blue and yellow portions are related to the noise produced by the vehicle driving over a speed cushion and a manhole cover.</p>
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<p>Example of a signal passage. The integration value of the red region corresponds to the Sound Exposure Level <math display="inline"><semantics> <mrow> <mi>S</mi> <mi>E</mi> <msub> <mi>L</mi> <mrow> <mn>10</mn> <mi>d</mi> <mi>B</mi> </mrow> </msub> </mrow> </semantics></math>. The duration of this region is determined by the threshold at 10 dB below <math display="inline"><semantics> <msub> <mi>L</mi> <mrow> <mi>A</mi> <mi>m</mi> <mi>a</mi> <mi>x</mi> </mrow> </msub> </semantics></math>, indicated with a black circle.</p>
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<p>Delineated vehicle path for measuring session.</p>
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<p>Microphone position and measuring conditions.</p>
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<p>Flow chart of signal processing.</p>
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<p>Cutting points for SEL parameters and <math display="inline"><semantics> <msub> <mi>L</mi> <mrow> <mi>A</mi> <mi>m</mi> <mi>a</mi> <mi>x</mi> </mrow> </msub> </semantics></math> position.</p>
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<p><math display="inline"><semantics> <mrow> <mi>S</mi> <mi>E</mi> <msub> <mi>L</mi> <mrow> <mi>s</mi> <mi>p</mi> <mi>e</mi> <mi>e</mi> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math> logarithmic linear regression of an EV measurement session. The regression red curve is also represented by the formula inside the legend box, and the two dashed lines describe the confidence interval of the fit model.</p>
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<p>Signals of a complete measurement session. Red and blue vertical lines indicate the cutting points of the integration temporal window for <math display="inline"><semantics> <mrow> <mi>S</mi> <mi>E</mi> <msub> <mi>L</mi> <mrow> <mn>10</mn> <mi>d</mi> <mi>B</mi> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>S</mi> <mi>E</mi> <msub> <mi>L</mi> <mrow> <mi>s</mi> <mi>p</mi> <mi>e</mi> <mi>e</mi> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math>, respectively.</p>
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<p>Spectrograms of a measurement session. Red and blue vertical lines indicate the cutting points of the integration temporal window for <math display="inline"><semantics> <mrow> <mi>S</mi> <mi>E</mi> <msub> <mi>L</mi> <mrow> <mn>10</mn> <mi>d</mi> <mi>B</mi> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>S</mi> <mi>E</mi> <msub> <mi>L</mi> <mrow> <mi>s</mi> <mi>p</mi> <mi>e</mi> <mi>e</mi> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math>, respectively.</p>
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18 pages, 4863 KiB  
Article
Data-Augmented Deep Learning Models for Abnormal Road Manhole Cover Detection
by Dongping Zhang, Xuecheng Yu, Li Yang, Daying Quan, Hongmei Mi and Ke Yan
Sensors 2023, 23(5), 2676; https://doi.org/10.3390/s23052676 - 1 Mar 2023
Cited by 4 | Viewed by 2835
Abstract
Anomalous road manhole covers pose a potential risk to road safety in cities. In the development of smart cities, computer vision techniques use deep learning to automatically detect anomalous manhole covers to avoid these risks. One important problem is that a large amount [...] Read more.
Anomalous road manhole covers pose a potential risk to road safety in cities. In the development of smart cities, computer vision techniques use deep learning to automatically detect anomalous manhole covers to avoid these risks. One important problem is that a large amount of data are required to train a road anomaly manhole cover detection model. The number of anomalous manhole covers is usually small, which makes it a challenge to create training datasets quickly. To expand the dataset and improve the generalization of the model, researchers usually copy and paste samples from the original data to other data in order to achieve data augmentation. In this paper, we propose a new data augmentation method, which uses data that do not exist in the original dataset as samples to automatically select the pasting position of manhole cover samples and predict the transformation parameters via visual prior experience and perspective transformations, making it more accurately capture the actual shape of manhole covers on a road. Without using other data enhancement processes, our method raises the mean average precision (mAP) by at least 6.8 compared with the baseline model. Full article
(This article belongs to the Special Issue AI and Big Data Analytics in Sensors and Applications)
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<p>Overview of our proposed VGCopy-paste data augmentation for road manhole cover detection. We used the image taken by the vehicle’s camera and the abnormal manhole cover image taken by the mobile device as the input. Using the road semantic segmentation algorithm to obtain prior visual information, that is, the road segmentation map, we found the corresponding perspective transformation parameters for pasting and finally paste the extracted manhole cover samples onto the road.</p>
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<p>The process of recovering the shape of the manhole cover based on perspective transformation. The convex and concave abnormal well covers may have the same complete appearance as normal well covers, but they are often not aligned with the road surface. Therefore, the thickness of the convex well covers and the concave depth of the concave well covers need to be considered when extracting their samples.</p>
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<p>Example of a damaged manhole cover under the mobile equipment coordinate system and vehicle camera coordinate system.</p>
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<p>Linear fitting perspective transformation parameters, from left to right, are the width and angle of the pasted manhole cover sample and the distance from the vehicle’s camera.</p>
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<p>Example of three categories of abnormal manhole covers: (<b>A</b>,<b>B</b>) denote “Dislocated”, (<b>C</b>) denotes “Damaged”, and (<b>D</b>) denotes “Missing”.</p>
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<p>Examples of VGCopy-paste.</p>
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<p>Example of pasting range of a manhole cover. The red area in the image is the pasting range.</p>
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<p>Example of image block capture and mask generation. The red ellipse represents the pasting position of the manhole cover.</p>
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<p>The situation of using or not using the image harmonization algorithm for the same manhole cover in different scenes, where (<b>a1</b>,<b>b1</b>) do not use the image harmonization algorithm, and (<b>a2</b>,<b>b2</b>) use the image harmonization algorithm.</p>
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<p>Comparison of model performance in different training epochs, where “Ours” denotes the model that used VGCopy-paste during training, and “None” denotes the model that did not use any data augmentation method during training.</p>
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12 pages, 6920 KiB  
Article
Failure Analysis of Cracking of Cast Aluminum Alloy Manhole Cover
by Facai Ren and Hezong Li
Materials 2023, 16(4), 1561; https://doi.org/10.3390/ma16041561 - 13 Feb 2023
Viewed by 1823
Abstract
In this paper, the abnormal fracture failure of a ZL104 aluminum alloy quick-opening manhole cover of a cement tank truck is systematically studied to discover the root cause of an accident. The unloading operation procedures of cement tank trucks, the effectiveness of safety [...] Read more.
In this paper, the abnormal fracture failure of a ZL104 aluminum alloy quick-opening manhole cover of a cement tank truck is systematically studied to discover the root cause of an accident. The unloading operation procedures of cement tank trucks, the effectiveness of safety valves, the chemical composition, mechanical properties and material quality of aluminum alloy manhole covers, and the macroscopic and microscopic morphology of fractures were comprehensively analyzed. The results show that although the Mg content in the chemical composition of an aluminum alloy manhole cover exceeds the standard, it is not the root cause of the accident. The root cause of the failure is that, during the unloading operation, the operator did not strictly follow the unloading procedures. One of the buckles was in the released state, which led to uplift cracking, resulting in the successive cracking and slipping of adjacent buckles, and the manhole cover finally cracked and flew out. Based on the failure causes, suggestions are put forward to prevent the manhole cover from failing during the unloading operation of cement tank trucks in the future. Full article
(This article belongs to the Special Issue Commemorating the Launch of the Section 'Metals and Alloys')
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<p>Manhole cover and manhole ring: (<b>a</b>) broken cover, (<b>b</b>) manhole ring.</p>
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<p>Macro morphology of manhole covers: (<b>a</b>) intact, (<b>b</b>) cracked.</p>
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<p>Deformation and fracture morphology of manhole cover: (<b>a</b>) overall morphology, (<b>b</b>) crack morphology at four o’clock, (<b>c</b>) crack morphology at six o’clock.</p>
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<p>Macro morphology of crack and crack surface at six o’clock: (<b>a</b>) whole crack, (<b>b</b>) crack after opening, and (<b>c</b>,<b>d</b>) two parts of the crack surface.</p>
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<p>Macro morphology of safety buckle fracture surface: (<b>a</b>,<b>b</b>) external surface and internal cavity surface morphology, respectively, of cracked block after assembly, (<b>c</b>) macromorphology of crack surface.</p>
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<p>Fracture surface morphology of the hinged plate.</p>
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<p>SEM morphology of crack initiation zone: (<b>a</b>) fracture surface, (<b>b</b>) low magnification, (<b>c</b>) high magnification, (<b>d</b>) local area of the crack surface.</p>
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<p>SEM morphology of crack propagation zone: (<b>a</b>) low magnification, (<b>b</b>) high magnification.</p>
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<p>SEM morphology of initiation zone and propagation zone of the safety buckle: (<b>a</b>) low magnification, (<b>b</b>) high magnification, (<b>c</b>) section expansion area.</p>
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<p>SEM morphology of the fracture initiation zone of the hinged plate: (<b>a</b>) low magnification, (<b>b</b>) high magnification.</p>
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<p>SEM morphology of the hinged plate: (<b>a</b>) fracture propagation region, (<b>b</b>) final fracture region.</p>
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<p>Microstructure morphology of the normal section of the crack surface at six o’clock: (<b>a</b>) fracture initiation region, (<b>b</b>) fracture propagation region.</p>
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<p>Microstructure morphology of the normal section of the safety buckle fracture section: (<b>a</b>) fracture initiation region, (<b>b</b>) fracture propagation region, (<b>c</b>) final fracture region.</p>
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<p>Microstructure morphology: (<b>a</b>) manhole cover matrix, (<b>b</b>) porous casting defects.</p>
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<p>Morphology of the normal section near the outer circle.</p>
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16 pages, 4684 KiB  
Article
Development and Demonstration of an Interactive Tool in an Agent-Based Model for Assessing Pluvial Urban Flooding
by Diego Novoa, Julian David Reyes-Silva, Björn Helm and Peter Krebs
Water 2023, 15(4), 696; https://doi.org/10.3390/w15040696 - 10 Feb 2023
Cited by 2 | Viewed by 2322
Abstract
Urban pluvial floods (UPFs) are a threat that is expected to increase with economic development, climate change, and the proliferation of urban cover worldwide. Methods to assess the spatiotemporal magnitude of UPFS and their impacts are needed to research and explore mitigation measures. [...] Read more.
Urban pluvial floods (UPFs) are a threat that is expected to increase with economic development, climate change, and the proliferation of urban cover worldwide. Methods to assess the spatiotemporal magnitude of UPFS and their impacts are needed to research and explore mitigation measures. This study presents a method for the assessment of UPFs and their impacts by combining a hydrodynamic sewer system model with a GIS-based overland diffusive flow algorithm. The algorithm is implemented in the software GIS-based Agent-based Modeling Architecture (GAMA) along with the depth-damage functions and land use data to estimate financial impacts. The result is a dynamic and interactive model that allows the user to monitor the events in real-time. Functionality is demonstrated in a case study in Dresden, Germany and with ten to 100-year design storms. The majority of flood extents and damages occur in the early stages of the event. Sewer surcharge emerges from few of the manholes, suggesting early action vitally reduces flood risks and interventions at a few hot spots, largely reducing impacts. Flood protection barriers were interactively implemented as a potential response measure in the hot spot areas reducing the damage by up to 90%. The user can compare different parameters in a visually compelling way that can lead to a better understanding of the system and more efficient knowledge transfer. Full article
(This article belongs to the Special Issue Innovative Methods and Applications of Stormwater Management)
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<p>Digital surface model of study area with urban drainage network and manholes of study area in the Lockwitzbach subcatchment.</p>
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<p>Land use and catchment of urban drainage subnetwork of the study area in Lockwitzbach subcatchment.</p>
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<p>Time series of propagation of flood extents and its impacts for a 50-year return period design storm event. (<b>a</b>) Flood extents in [m<sup>2</sup>] (<b>b</b>) Damage estimation in [€].</p>
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<p>Time series of flood extents for design storm events for all return periods (10-, 20-, 50-, and 100- year).</p>
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<p>Total flood inundation extents and depths for a design storm event with a 100-year return period.</p>
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<p>Overland diffusion for a design storm event with a 50-year return period flood in GAMA in study case area. (<b>a</b>) Flood propagation 30 min after the start of rain event; (<b>b</b>) Flood propagation 180 min after the rain event started.</p>
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<p>Final raster for damages for a design storm event with a 50-year return period in GAMA.</p>
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<p>Final flood extents propagation in GAMA for different manholes of a design storm event with 100-year return period. (<b>a</b>) Manhole “17G25” without flood barriers; (<b>b</b>) Manhole “17G25” with flood barriers; (<b>c</b>) Manhole “39K169” without flood barriers; (<b>d</b>) Manhole “39K169” with flood barriers; (<b>e</b>) Manhole “17H120” without flood barriers; (<b>f</b>) Manhole “17H120” with flood barriers.</p>
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<p>Final flood extents propagation in GAMA for manhole “38B140” of a design storm event with 100-year return period.</p>
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10 pages, 4586 KiB  
Article
Influence of Operating Conditions on a Cast-Iron Manhole Cover
by Martin Mikelj, Marko Nagode, Jernej Klemenc and Domen Šeruga
Technologies 2022, 10(6), 127; https://doi.org/10.3390/technologies10060127 - 6 Dec 2022
Viewed by 2590
Abstract
Manhole covers must provide adequate strength and durability over the intended service life. In addition to operating loads, the lifespan of cast-iron manhole covers is strongly influenced by the conditions of installation and cover placement after opening or closing. These can include a [...] Read more.
Manhole covers must provide adequate strength and durability over the intended service life. In addition to operating loads, the lifespan of cast-iron manhole covers is strongly influenced by the conditions of installation and cover placement after opening or closing. These can include a vertical displacement from the plane of the carriageway during installation or the settlement of the terrain around the cover afterwards. After opening and closing the cover, the lid often only partially touches the support surface due to stones or other impurities caught on the surface or under the cover. These events can significantly affect the lifespan of the cover. In this study, an improved geometry of the cast-iron cover is proposed and analysed from an operational strength point of view. Initially, the geometry and potential critical points were scrutinized, and typical loads on the cover were determined. A numerical model was then set to simulate the behaviour during typical operation. In the simulations, the impact of the critical scenarios was analysed by dividing the impact parameters into individual levels. The simulation results reveal the suitability of the improved cover geometry. Full article
(This article belongs to the Section Manufacturing Technology)
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<p>(<b>a</b>) Dimensions of the manhole cover [<a href="#B19-technologies-10-00127" class="html-bibr">19</a>]; (<b>b</b>) a failure detected on the previous cover prototype; (<b>c</b>) the improved geometry of the manhole cover; (<b>d</b>) durability curve of ductile iron grade EN-GJS-500-7 [<a href="#B15-technologies-10-00127" class="html-bibr">15</a>].</p>
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<p>Boundary conditions of the simulations: (<b>a</b>) MPC beam connection and simplified tire model; (<b>b</b>) cross-section of the tire; (<b>c</b>) applied speed and roll-over positions of the tire; (<b>d</b>) manhole-cover installation heights and two types of supports.</p>
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<p>Simulation results. (<b>a</b>) Load scenario with a speed of 40 km/h, bulged position, tire roll-over on two-thirds of the cover radius, and two-point support; (<b>b</b>) load scenario with a speed of 40 km/h, bulged position, tire roll-over on two-thirds of the cover radius, and full support. Critical locations are marked as Control Points 1 and 2.</p>
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<p>Simulation results (von Mises stress) for Critical Location 2. (<b>a</b>) Load scenario with the tire roll-over on two-thirds of the cover radius and two-point support; (<b>b</b>) load scenario with the tire roll-over on two-thirds of the cover radius and full support.</p>
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<p>Simulation results (von Mises stress) during the application of the load between the initial contact (Position (<b>a</b>)) and the middle of the manhole cover (Position (<b>f</b>)). Positions (<b>b</b>–<b>e</b>) show equidistant steps between the initial contact and the middle of the manhole cover.</p>
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24 pages, 6431 KiB  
Article
Performance Assessment of Sewer Networks under Different Blockage Situations Using Internet-of-Things-Based Technologies
by Ahmad Alshami, Moustafa Elsayed, Saeed Reza Mohandes, Ahmed Farouk Kineber, Tarek Zayed, Ashraf Alyanbaawi and Mohammed Magdy Hamed
Sustainability 2022, 14(21), 14036; https://doi.org/10.3390/su142114036 - 28 Oct 2022
Cited by 8 | Viewed by 2208
Abstract
This study aims to model the performance of sewage networks under diverse blockage situations in terms of overflow occurrence using internet-of-things-based technologies in Hong Kong. To this end, a multi-stage methodological approach is employed, starting from collecting required data using smart sensors, utilizing [...] Read more.
This study aims to model the performance of sewage networks under diverse blockage situations in terms of overflow occurrence using internet-of-things-based technologies in Hong Kong. To this end, a multi-stage methodological approach is employed, starting from collecting required data using smart sensors, utilizing novel data mining techniques, and using a case study simulation. From the results obtained, the following conclusions are drawn: (1) several sites under investigation are imbued with partial blockages, (2) the overall performance of the sewer network has a nonlinear relationship with the blockages in terms of the remaining time to overflow, (3) in cases of complete blockages, the sewer only takes few minutes to reach the manhole cover level that causes the system to experience overflow, and (4) cleaning work significantly improve the performance of the sewage network by 86%. The outcomes of this study provide a solid foundation for the concerned environmental engineers and decision-makers towards reducing the magnitude of sewer overflow and improving different aspects of our environment. Full article
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<p>Methodological approach.</p>
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<p>The dBi ultrasonic water level sensor.</p>
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<p>(<b>a</b>) The distribution of all targeted manholes. (<b>b</b>) The distribution of manholes with blockage situations. (<b>c</b>) the general parameters of manhole no. 17.</p>
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<p>(<b>a</b>) The distribution of all targeted manholes. (<b>b</b>) The distribution of manholes with blockage situations. (<b>c</b>) the general parameters of manhole no. 17.</p>
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<p>A flow chart of the knowledge discovery process used in this research.</p>
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<p>(<b>a</b>) Defining the 5 relevant columns. (<b>b</b>) Cleaning code.</p>
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<p>(<b>a</b>) Defining the 5 relevant columns. (<b>b</b>) Cleaning code.</p>
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<p>The percentages of readings with values greater than or equal to 100% of the diameter of the sewage pipe.</p>
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<p>All sewage level readings for manholes that had a potential partial blockage: (<b>a</b>) manhole no. 17, (<b>b</b>) manhole no. 50, (<b>c</b>) manhole no. 45, and (<b>d</b>) manhole no. 30.</p>
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<p>All sewage level readings for manholes that had a potential partial blockage: (<b>a</b>) manhole no. 17, (<b>b</b>) manhole no. 50, (<b>c</b>) manhole no. 45, and (<b>d</b>) manhole no. 30.</p>
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<p>The time (in minutes) to overflow based on different inflow situations: (<b>a</b>) different flow velocity (normal situation) and (<b>b</b>) in manhole no. 17.</p>
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<p>The sewage level before and after the cleaning work in (<b>a</b>) manhole No. 17 and (<b>b</b>) manhole No. 54.</p>
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<p>The sewage level before and after the cleaning work in (<b>a</b>) manhole No. 17 and (<b>b</b>) manhole No. 54.</p>
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<p>The time (in minutes) to overflow based on different inflow situations and based on the before and after cleaning cases for manhole no. 54.</p>
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<p>The sewage level before and after self-cleaning in manhole No. 30.</p>
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<p>SQL database for the cleaned data.</p>
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10 pages, 9590 KiB  
Article
Geographic Distribution of Common Vampire Bat Desmodus rotundus (Chiroptera: Phyllostomidae) Shelters: Implications for the Spread of Rabies Virus to Cattle in Southeastern Brazil
by Karine B. Mantovan, Benedito D. Menozzi, Lais M. Paiz, Anaiá P. Sevá, Paulo E. Brandão and Helio Langoni
Pathogens 2022, 11(8), 942; https://doi.org/10.3390/pathogens11080942 - 19 Aug 2022
Cited by 12 | Viewed by 2551
Abstract
Desmodus rotundus bats show a complex social structure and developed adaptive characteristics, considered key features of a pathogen disseminator, such as the rabies virus, among bats and other mammals, including cattle and humans. Our aim was to understand the correlation between the environment [...] Read more.
Desmodus rotundus bats show a complex social structure and developed adaptive characteristics, considered key features of a pathogen disseminator, such as the rabies virus, among bats and other mammals, including cattle and humans. Our aim was to understand the correlation between the environment and the ecological features of these bats in bovine rabies outbreaks. Geostatistical analyses were performed, covering 104 cattle positives for rabies, between 2016 and 2018, in 25 municipalities, in addition to the characteristics of D. rotundus colonies mapped during this period in the state of São Paulo, Brazil. Data from the shelters showed that 86.15% were artificial, mainly abandoned houses (36.10%) and manholes (23.87%), in addition to demonstrating a correlation between these shelters and a higher concentration of bovine rabies cases. Due to their adaptive capacity, these bats choose shelters close to the food source, such as livestock. In Brazil, D. rotundus is the main transmitter of rabies and the cause of outbreaks in cattle and deaths in humans, considering the advance of humans in previously preserved ecosystems. There seems to be a correlation between the impact of anthropic changes on the environment, mainly for the expansion of pasture for cattle and the outbreaks of bovine rabies in this area. Full article
(This article belongs to the Section Epidemiology of Infectious Diseases)
Show Figures

Figure 1

Figure 1
<p>Density of <span class="html-italic">D. rotundus</span> shelters in 2018 (<b>A</b>) and rabies in cattle between 2016 and 2018 (<b>B</b>) in municipalities in southeastern Brazil.</p>
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<p>Location of <span class="html-italic">D. rotundus</span> shelters along the road system and density of rabies in cattle between 2016 and 2018 in southeastern Brazil.</p>
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<p>Geographical area used by <span class="html-italic">D. rotundus</span>: shelters found and location of rabies cases in cattle in southeastern Brazil. Cases of rabies in cattle, which are intercepted or not in areas covered by shelters.</p>
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<p>Dispersion distance by quarterly period (t) of rabies cases in cattle. t1 (April–June/2016), t2 (July–September/2016), t3 (October–December/2016), t4 (January–March/2017), t5 (April–June/2017), t6 (July–September/2017), t7 (October–December/2017), t8 (January–March/2018), t9 (April–June/2018), t10 (July–September/2018), t11 (October–December/2018). The intervals between periods containing asterisks represent significant differences between the distances of cases (*) = <span class="html-italic">p</span> &lt; 0.05.</p>
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<p>Municipalities with bovine rabies cases between 2016 and 2018 in southeastern Brazil.</p>
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