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29 pages, 2805 KiB  
Article
Port Accessibility Depends on Cascading Interactions between Fleets, Policies, Infrastructure, and Hydrodynamics
by Floor P. Bakker, Solange van der Werff, Fedor Baart, Alex Kirichek, Sander de Jong and Mark van Koningsveld
J. Mar. Sci. Eng. 2024, 12(6), 1006; https://doi.org/10.3390/jmse12061006 - 17 Jun 2024
Cited by 2 | Viewed by 1048
Abstract
Reducing waiting times is crucial for ports to be efficient and competitive. Important causes of waiting times are cascading interactions between realistic hydrodynamics, accessibility policies, vessel-priority rules, and detailed berth availability. The main challenges are determining the cause of waiting and finding rational [...] Read more.
Reducing waiting times is crucial for ports to be efficient and competitive. Important causes of waiting times are cascading interactions between realistic hydrodynamics, accessibility policies, vessel-priority rules, and detailed berth availability. The main challenges are determining the cause of waiting and finding rational solutions to reduce waiting time. In this study, we focus on the role of the design depth of a channel on the waiting times. We quantify the performance of channel depth for a representative fleet rather than the common approach of a single normative design vessel. The study relies on a mesoscale agent-based discrete-event model that can take processed Automatic Identification System and hydrodynamic data as its main input. The presented method’s validity is assessed by hindcasting one year of observed anchorage area laytimes for a liquid bulk terminal in the Port of Rotterdam. The hindcast demonstrates that the method predicts the causes of 73.4% of the non-excessive laytimes of vessels, thereby correctly modelling 60.7% of the vessels-of-call. Following a recent deepening of the access channel, cascading waiting times due to tidal restrictions were found to be limited. Nonetheless, the importance of our approach is demonstrated by testing alternative maintained bed level designs, revealing the method’s potential to support rational decision-making in coastal zones. Full article
(This article belongs to the Special Issue Management and Control of Ship Traffic Behaviours)
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<p>Nautical infrastructure of the PoR (<b>a</b>), including its TSS, and the 3rd Petroleumhaven (<b>b</b>). The TSS consists of three routes to the port (i, ii, and iii); two deep-sea routes are crossing the system (A and B).</p>
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<p>Information flows for the set up and validation of the nautical traffic model, consisting of data processing (<b>I</b>), simulation and validation preparation (<b>II</b>), and nautical traffic modelling (<b>III</b>). Close-ups (<b>a</b>,<b>b</b>) respectively schematize the processing steps in the the selection and trajectorisation of the data. The symbols are according to the ISO standards.</p>
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<p>Overview of the nautical traffic model based on an extraction of the graph following the route to the 3rd PET. The MBL, UKC, and FWA policies are added, which may be constant or dependent on the draught (T) of the vessel. The water levels (blue time series) and current velocities (red time series) are added to the nodes of the network.</p>
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<p>Overview of the processed AIS data: inbound and outbound vessels are show that are navigating the TSS. Two close-ups are added of the trips’ track through the NWW (<b>A</b>) and the 3rd PET (<b>B</b>).</p>
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<p>Histograms and distributions of the calibration data derived from the processed AIS data: laytime at the offshore anchorage areas (<b>a</b>), sailing time for inbound and outbound vessels over the NWW and Scheur (<b>b</b>), turning time for inbound and outbound vessels (<b>c</b>), and the laytime at the terminal (<b>d</b>).</p>
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<p>Speed distributions over network derived from mapped AIS data of the vessel voyages that called at the liquid bulk terminal. The coverage of the network corresponds with the tracks found in <a href="#jmse-12-01006-f004" class="html-fig">Figure 4</a>.</p>
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<p>Tidal restrictions of the incoming (<b>a</b>) and outgoing (<b>b</b>) vessels, based on the vessel’s length and draught, according to <a href="#jmse-12-01006-t001" class="html-table">Table 1</a> and <a href="#jmse-12-01006-t002" class="html-table">Table 2</a>.</p>
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<p>Examples of a tidal window calculations: vertical tidal windows, governed by the net UKC (left axis; a positive value means excess water depth), with horizontal tidal windows based on a critical current velocity (<b>a</b>), of which the absolute should be smaller and equal to 2 kn during flood (positive currents) and ebb (negative currents), and a point-based current velocity (<b>b</b>), which should be 0.5 kn (during flood only) with a positive and negative spreading of both 30% based on practice (right axis).</p>
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<p>The causes of the total (<b>a</b>) and vessel type specific (<b>b</b>) laytimes of the vessels of call in the anchorage area for the base case and for the scenario without inclusion of prioritization.</p>
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<p>Inverse cumulative distributions of the discrepancies of unloading (<b>a</b>) and loading (<b>b</b>) vessels, including the number of vessels that had unresolved waiting times.</p>
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39 pages, 13092 KiB  
Article
OAS Deep Q-Learning-Based Fast and Smooth Control Method for Traffic Signal Transition in Urban Arterial Tidal Lanes
by Luxi Dong, Xiaolan Xie, Jiali Lu, Liangyuan Feng and Lieping Zhang
Sensors 2024, 24(6), 1845; https://doi.org/10.3390/s24061845 - 13 Mar 2024
Cited by 1 | Viewed by 1188
Abstract
To address traffic flow fluctuations caused by changes in traffic signal control schemes on tidal lanes and maintain smooth traffic operations, this paper proposes a method for controlling traffic signal transitions on tidal lanes. Firstly, the proposed method includes designing an intersection overlap [...] Read more.
To address traffic flow fluctuations caused by changes in traffic signal control schemes on tidal lanes and maintain smooth traffic operations, this paper proposes a method for controlling traffic signal transitions on tidal lanes. Firstly, the proposed method includes designing an intersection overlap phase scheme based on the traffic flow conflict matrix in the tidal lane scenario and a fast and smooth transition method for key intersections based on the flow ratio. The aim of the control is to equalize average queue lengths and minimize average vehicle delays for different flow directions at the intersection. This study also analyses various tidal lane scenarios based on the different opening states of the tidal lanes at related intersections. The transitions of phase offsets are emphasized after a comprehensive analysis of transition time and smoothing characteristics. In addition, this paper proposes a coordinated method for tidal lanes to optimize the phase offset at arterial intersections for smooth and rapid transitions. The method uses Deep Q-Learning, a reinforcement learning algorithm for optimal action selection (OSA), to develop an adaptive traffic signal transition control and enhance its efficiency. Finally, a simulation experiment using a traffic control interface is presented to validate the proposed approach. This study shows that this method leads to smoother and faster traffic signal transitions across different tidal lane scenarios compared to the conventional method. Implementing this solution can benefit intersection groups by reducing traffic delays, improving traffic efficiency, and decreasing air pollution caused by congestion. Full article
(This article belongs to the Section Vehicular Sensing)
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<p>The flowchart of arterial intersection transition.</p>
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<p>Overlap phase of NT traffic flow under symmetrical release.</p>
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<p>Overlap phase of NT traffic flow under separate release.</p>
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<p>Overlap phase of ST traffic flow under symmetrical release.</p>
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<p>Overlap phase of ST traffic flow under separate release.</p>
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<p>Overlap phase of WT traffic flow under symmetrical release.</p>
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<p>Overlap phase of WT traffic flow under separate release.</p>
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<p>Overlap phase of ET traffic flow under symmetrical release.</p>
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<p>Overlap phase of ET traffic flow under separate release.</p>
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<p>Schematic diagram of overlap phase group.</p>
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<p>Schematic diagram of vehicle speed at intersection.</p>
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<p>The flowchart of traffic wave analysis.</p>
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<p>Phase offset adjustment for synchronous transitions.</p>
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<p>Phase offset adjustment for asynchronous transitions.</p>
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<p>Schematic diagram of phase offset transition.</p>
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<p>The DQN architecture.</p>
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<p>The traffic statistics for arterial intersections in the tidal lane, that is, the direction of the tidal lane is from south to north.</p>
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<p>The phase diagram of arterial signal.</p>
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<p>Overlap phase sequence scheme of arterial intersections.</p>
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<p>Overlap phase sequence scheme.</p>
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<p>The diagram of action space.</p>
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<p>The diagram of deep neural network.</p>
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<p>The comparison training results of 6 algorithms. (<b>a</b>) The comparison results of average delay with 6 algorithms; (<b>b</b>) The comparison results of average queue length with 6 algorithms.</p>
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<p>The Convergence of 6 algorithms. (<b>a</b>) The convergence of average delay with 6 algorithms; (<b>b</b>) The convergence of average queue length with 6 algorithms.</p>
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<p>Variation of loss function for the 6 algorithms.</p>
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<p>The box plot results of the proposed method and other algorithms. (<b>a</b>) The box plot’ average queue length results of 6 algorithms; (<b>b</b>) The box plot’ average delay results of 6 algorithms.</p>
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<p>The box plot results of the proposed method and other algorithms. (<b>a</b>) The box plot’ average queue length results of 6 algorithms; (<b>b</b>) The box plot’ average delay results of 6 algorithms.</p>
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<p>The sensitive results of average queue length.</p>
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<p>The sensitive results of average delay.</p>
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<p>The comparison results for synchronous transition. (<b>a</b>) Average queue length for synchronous transition; (<b>b</b>) Average delay for synchronous transition.</p>
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<p>The comparison results for asynchronous transition. (<b>a</b>) Average queue length for asynchronous transition; (<b>b</b>) Average delay for asynchronous transition.</p>
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<p>The comparison results for synchronous and asynchronous transitions. (<b>a</b>) Average queue length results comparison of synchronous and asynchronous transitions; (<b>b</b>) Average delay results comparison of synchronous and asynchronous transitions.</p>
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13 pages, 13112 KiB  
Article
How Should Soundscape Optimization from Perceived Soundscape Elements in Urban Forests by the Riverside Be Performed?
by Xin-Chen Hong, Shi Cheng, Jiang Liu, Lian-Huan Guo, Emily Dang, Jia-Bing Wang and Yuning Cheng
Land 2023, 12(10), 1929; https://doi.org/10.3390/land12101929 - 17 Oct 2023
Cited by 16 | Viewed by 1697
Abstract
Urban forests by the riverside are important habitats for various animals and contribute various soundscapes for citizens. Unfortunately, urban forests are exposed to the influence of riverside traffic noises from freeways. This study aims to explore the spatial and temporal variation of soundscape, [...] Read more.
Urban forests by the riverside are important habitats for various animals and contribute various soundscapes for citizens. Unfortunately, urban forests are exposed to the influence of riverside traffic noises from freeways. This study aims to explore the spatial and temporal variation of soundscape, conduct soundscape optimization for multiple parameters, and find a balance and its interval of soundscape elements through optimizing a soundscape map. Questionnaires and measuring equipment were used to gather soundscape information in an urban forested area in Fuzhou, China. Diurnal variations and soundscape mapping were used to analyze spatial and psychophysical relationships between soundscape drivers. We then conducted optimization for a soundscape map, which included normalization, critical value determination, target interval of optimal SPL determination, and modification of SPL and mapping. Our findings suggest that biological activities and natural phenomena are potential drivers for diurnal variation of soundscapes, especially tidal phenomena contributing water and shipping soundscapes. Our results also suggest that all the high values of perceived soundscapes were found at the southwest corner of the study area, which includes both riverside and urban forest elements. Furthermore, we suggest combining both optimal soundscape and SPL correction maps to aid in sustainable design in urban forests. This can contribute to the understanding and methodology of soundscape map optimization in urban forests when proposing suitable design plans and conservation of territorial sound. Full article
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<p>The location of the study area in Fuzhou.</p>
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<p>Aerial photo of Fuzhou Beach Park (<b>top</b>) and functional areas (<b>bottom</b>).</p>
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<p>The framework of soundscape optimization.</p>
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<p>Composition of the soundscape at different time periods.</p>
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<p>The SPL of entrance distribution space (<b>a</b>), urban forest space (<b>b</b>), and beach recreation space (<b>c</b>) at different time periods.</p>
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<p>The soundscape maps of SPL (<b>a</b>), geophony (<b>b</b>), biophony (<b>c</b>), and anthrophony (<b>d</b>).</p>
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<p>Optimal soundscape interval (<b>left</b>) and guided soundscape map (<b>right</b>).</p>
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<p>SPL Correction of soundscape map.</p>
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10 pages, 4529 KiB  
Article
Dynamic Lane Reversal Strategy in Intelligent Transportation Systems in Smart Cities
by Wenting Li, Jianqing Li and Di Han
Sensors 2023, 23(17), 7402; https://doi.org/10.3390/s23177402 - 25 Aug 2023
Cited by 2 | Viewed by 1354
Abstract
Route guidance strategies are an important part of advanced traveler information systems, which are a subsystem of intelligent transportation systems (ITSs). In previous research, many scholars have proposed a variety of route guidance strategies to guide vehicles in order to relieve traffic congestion, [...] Read more.
Route guidance strategies are an important part of advanced traveler information systems, which are a subsystem of intelligent transportation systems (ITSs). In previous research, many scholars have proposed a variety of route guidance strategies to guide vehicles in order to relieve traffic congestion, but few scholars have considered a strategy to control transportation infrastructure. In this paper, to cope with tidal traffic, we propose a dynamic lane reversal strategy (DLRS) based on the density of congestion clusters over the total road region. When the density reaches 0.37, the reversible lane converts to the opposite direction. When the density falls off to below 0.22, the reversible lane returns back to the conventional direction. The simulation results show that the DLRS has better adaptability for coping with the fluctuation in tidal traffic. Full article
(This article belongs to the Special Issue Sensors and Artificial Intelligence)
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<p>A two-way undivided road with six lanes.</p>
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<p>(<b>a</b>) Green logo and (<b>b</b>) red logo.</p>
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<p>(<b>a</b>) Road sectional view at S after reversing lane D. (<b>b</b>) Road sectional view at S after reversing lane C.</p>
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<p>A two-way undivided road is separated into two regions.</p>
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<p>(Color online) (<b>a</b>) Plot ratio. (<b>b</b>) Quantity. (<b>c</b>) Speed.</p>
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<p>(Color online) Comparison of (<b>a</b>) average flux, (<b>b</b>) total average flux, (<b>c</b>) average speed, and (<b>d</b>) total average speed of different strategies with the start time of rush hour at 5000 time steps and the duration of rush hour being 3000 time steps.</p>
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<p>(Color online) Comparison of (<b>a</b>) average flux, (<b>b</b>) total average flux, (<b>c</b>) average speed, and (<b>d</b>) total average speed of different strategies with the start time of rush hour at 7000 time steps and the duration of rush hour being 3000 time steps.</p>
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<p>(Color online) Comparison of (<b>a</b>) average flux, (<b>b</b>) total average flux, (<b>c</b>) average speed, and (<b>d</b>) total average speed of different strategies with the start time of rush hour at 6000 time steps and the duration of rush hour being 2000 time steps.</p>
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<p>(Color online) Comparison of (<b>a</b>) average flux, (<b>b</b>) total average flux, (<b>c</b>) average speed, and (<b>d</b>) total average speed of different strategies with the start time of rush hour at 6000 time steps and the duration of rush hour being 4000 time steps.</p>
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12 pages, 542 KiB  
Article
Adolescent Aggressive Riding Behavior: An Application of the Theory of Planned Behavior and the Prototype Willingness Model
by Sheng Zhao, Xinyu Chen, Jianrong Liu and Weiming Liu
Behav. Sci. 2023, 13(4), 309; https://doi.org/10.3390/bs13040309 - 4 Apr 2023
Cited by 2 | Viewed by 2118
Abstract
Cycling has always been popular in China, especially during the years when the government encouraged green travel. Many people participate in rides to ease traffic congestion and increase transfer convenience. Due to the disorganized and tidal nature of cycling, cyclists create many conflicts [...] Read more.
Cycling has always been popular in China, especially during the years when the government encouraged green travel. Many people participate in rides to ease traffic congestion and increase transfer convenience. Due to the disorganized and tidal nature of cycling, cyclists create many conflicts with other groups. Adolescents are vulnerable road users with a strong curiosity and risk-taking mindset. Identifying the factors influencing adolescents’ aggressive riding behavior can assist in developing strategies to prevent this behavior. An online questionnaire was used to collect data on bicycling among students in a middle school in Guangzhou, China. The theory of planned behavior (TPB) and prototype willingness model (PWM) have been applied to study travel behavior and adolescent risk behavior. To investigate the impact of psychological variables on adolescent aggressive behavior, we used TPB, PWM, TPB + PWM, and an integrated model. Behavioral intentions are greatly influenced by attitudes, subjective norms, and perceived behavioral control. Both descriptive and moral norms played a role in behavioral willingness. The integrated model explained 18.3% more behavioral variance than the TPB model. The social reactive pathway explained more variance in behavior than the rational path. Full article
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<p>The pathway of the integrated model, * <span class="html-italic">p</span> &lt; 0.05, ** <span class="html-italic">p</span> &lt; 0.01, *** <span class="html-italic">p</span> &lt; 0.001.</p>
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21 pages, 15902 KiB  
Article
Bridge Deformation Analysis Using Time-Differenced Carrier-Phase Technique
by María Jesús Jiménez-Martínez, Nieves Quesada-Olmo, José Julio Zancajo-Jimeno and Teresa Mostaza-Pérez
Remote Sens. 2023, 15(5), 1458; https://doi.org/10.3390/rs15051458 - 5 Mar 2023
Cited by 4 | Viewed by 2165
Abstract
Historically, monitoring possible deformations in suspension bridges has been a crucial issue for structural engineers. Therefore, to understand and calibrate models of the “load-structure-response”, it is essential to implement suspension bridge monitoring programs. In this work, due to increasing GNSS technology development, we [...] Read more.
Historically, monitoring possible deformations in suspension bridges has been a crucial issue for structural engineers. Therefore, to understand and calibrate models of the “load-structure-response”, it is essential to implement suspension bridge monitoring programs. In this work, due to increasing GNSS technology development, we study the movement of a long-span bridge structure using differenced carrier phases in adjacent epochs. Many measurement errors can be decreased by a single difference between consecutive epochs, especially from receivers operating at 10 Hz. Another advantage is not requiring two receivers to observe simultaneously. In assessing the results obtained, to avoid unexpected large errors, the outlier and cycle-slip exclusion are indispensable. The final goal of this paper is to obtain the relative positioning and associated standard deviations of a stand-alone geodetic receiver. Short-term movements generated by traffic, tidal current, wind, or earthquakes must be recoverable deformations, as evidenced by the vertical displacement graphs obtained through this approach. For comparison studies, three geodetic receivers were positioned on the Assut de l’Or Bridge in València, Spain. The associated standard deviation for the north, east, and vertical positioning values was approximately 0.01 m. Full article
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<p>The Assut de l’Or bridge, Valencia, Spain. By Diego Delso, delso.photo, License CC-BY-SA.</p>
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<p>The Assut de l’Or bridge, front cable stays at night, by Frank Baulo. This image is licensed under the Creative Commons Attribution-Share Alike 3.0 Unported license.</p>
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<p>Positional sketch of the geodetic receivers R1, R2, and R3 (<b>a</b>), and aerial top view of the Assut de l’Or bridge (<b>b</b>).</p>
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<p>Geodetic receivers were placed on the deck in the midspan of the bridge. Geodetic receivers R1 (<b>a</b>) and R2 (<b>b</b>) were used during the survey.</p>
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<p>Geodetic receiver R3 during the survey.</p>
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<p>Positioning results of receptor R1 expressed in the east (E) and vertical (U) directions (<b>top</b>), as well as in the north (N) and vertical (U) directions (<b>bottom</b>). The receiver operated at 10 Hz.</p>
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<p>Positioning results of receptor R2 in ENU coordinates. The east €, north (N), and vertical (U) directions. The receiver operated at 10 Hz.</p>
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<p>Positioning results of receptor R3 in ENU coordinates. The east (E), north (N), and vertical (U) directions. The receiver operated at 10 Hz.</p>
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<p>Positioning in the vertical (U) direction of receptors R1 and R2 (<b>top</b>) and receptors R1 and R3 (<b>bottom</b>). The receiver operated at 10 Hz.</p>
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15 pages, 2893 KiB  
Article
Time Segmentation-Based Hybrid Caching in 5G-ICN Bearer Network
by Ke Zhao, Rui Han and Xu Wang
Future Internet 2023, 15(1), 30; https://doi.org/10.3390/fi15010030 - 7 Jan 2023
Cited by 4 | Viewed by 2151
Abstract
The fifth-generation communication technology (5G) and information-centric networks (ICNs) are acquiring more and more attention. Cache plays a significant part in the 5G-ICN architecture that the industry has suggested. 5G mobile terminals switch between different base stations quickly, creating a significant amount of [...] Read more.
The fifth-generation communication technology (5G) and information-centric networks (ICNs) are acquiring more and more attention. Cache plays a significant part in the 5G-ICN architecture that the industry has suggested. 5G mobile terminals switch between different base stations quickly, creating a significant amount of traffic and a significant amount of network latency. This brings great challenges to 5G-ICN mobile cache. It appears urgent to improve the cache placement strategy. This paper suggests a hybrid caching strategy called time segmentation-based hybrid caching (TSBC) strategy, based on the 5G-ICN bearer network infrastructure. A base station’s access frequency can change throughout the course of the day due to the “tidal phenomena” of mobile networks. To distinguish the access frequency, we split each day into periods of high and low liquidity. To maintain the diversity of cache copies during periods of high liquidity, we replace the path’s least-used cache copy. We determine the cache value of each node in the path and make caching decisions during periods of low liquidity to make sure users can access the content they are most interested in quickly. The simulation results demonstrate that the proposed strategy has a positive impact on both latency and the cache hit ratio. Full article
(This article belongs to the Section Internet of Things)
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<p>5G-ICN network architecture.</p>
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<p>5G-ICN BN architecture.</p>
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<p>The process of selecting a cache node.</p>
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<p>The process of determining whether a node is cached.</p>
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<p>Simulation topologies.</p>
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<p>Cache performance with different skewness.</p>
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<p>Cache performance with different user movement rate.</p>
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19 pages, 9109 KiB  
Article
Anticipating Spatial–Temporal Distribution of Regional Highway Traffic with Online Navigation Route Recommendation
by Yuli Fan, Qingming Zhan, Huizi Zhang, Zihao Mi and Kun Xiao
Sustainability 2023, 15(1), 314; https://doi.org/10.3390/su15010314 - 25 Dec 2022
Viewed by 1515
Abstract
Detailed anticipation of potential highway congestion is becoming more necessary, as increasing regional road traffic puts pressure on both highways and towns its passes through; tidal traffic during vacations and unsatisfactory town planning make the situation even worse. Remote sensing and on-site sensors [...] Read more.
Detailed anticipation of potential highway congestion is becoming more necessary, as increasing regional road traffic puts pressure on both highways and towns its passes through; tidal traffic during vacations and unsatisfactory town planning make the situation even worse. Remote sensing and on-site sensors can dynamically detect upcoming congestion, but they lack global and long-term perspectives. This paper proposes a demand-network approach that is based on online route recommendations to exploit its accuracy, coverage and timeliness. Specifically, a presumed optimal route is acquired for each prefecture pair by accessing an online navigation platform with its Application Programming Interface; time attributes are given to down-sampled route points to allocate traffic volume on that route to different hours; then different routes are weighted with the origin–destination traveler amount data from location-based services providers, resulting in fine-level prediction of the spatial–temporal distribution of traffic volume on highway network. Experiments with data in January 2020 show good consistency with empirical predictions of highway administrations, and they further reveal the importance of dealing with congestion hotspots outside big cities, for which we conclude that dynamic bypassing is a potential solution to be explored in further studies. Full article
(This article belongs to the Special Issue Urban and Social Geography and Sustainability)
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<p>Typical spatial relationship between highway/expressways and towns. (<b>a</b>) Pass through, interfere local activities. (<b>b</b>) Parallel, town serves as rest stop. (<b>c</b>) Intersection within or near towns. (<b>d</b>) Intersection within or near small cities, interfere with local inter-town traffic.</p>
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<p>Framework of this study.</p>
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<p>Study area and prefecture/township spatial units.</p>
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<p>The process of acquiring route-recommendation data.</p>
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<p>Explanation of how top 100 origin–destination data sufficiently represent traffic demands. ‘A’ represents a major city with large traffic volumes, and ‘B<sub>1</sub>’ to ’B<sub>7</sub>’ represents other prefectures. The direction of the arrow indicates the direction of traffic flow and the width of the arrow indicates the volume of the traffic flow.</p>
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<p>The process of generating route datasets.</p>
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<p>(<b>a</b>) Conceptual representation of undetected intersection of a route and a township caused by down-sampling. (<b>b</b>) Conceptual representation of undeterminable relationship between a route and a township caused by down-sampling. (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mn>1</mn> </msub> <mo>−</mo> <mi>D</mi> </mrow> </semantics></math> relationship.</p>
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<p>Distribution of the distance between two neighboring route coordinate points.</p>
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<p>Estimating null values of Tencent road-traffic-proportion data. (<b>a</b>) A scaled map of road-traffic-proportion matrix generated directly from Tencent data. (<b>b</b>) Road-traffic-proportion data with estimated values. (<b>c</b>) Variables used in the estimation. (<b>d</b>) Fitting performance of the estimation.</p>
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<p>The process of generating traffic volume distribution.</p>
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<p>Projected traffic volume distribution at 10:00 a.m.</p>
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<p>Projected traffic volume distribution at 14:00 p.m.</p>
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<p>Change of projected traffic volume from 10:00 a.m. to 14:00 p.m.</p>
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<p>Prediction of traffic volume or congestion spots of Hubei. Left: our results. Right: empirical prediction by provincial authorities.</p>
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16 pages, 3948 KiB  
Article
A Multiple Time Scales Rolling Coordinative Dispatching Method for an Island Microgrid with High Proportion Tidal Current Energy Access and Demand Response Resources
by Yani Ouyang, Wei Zhao, Haifeng Wang and Wenyong Wang
Energies 2022, 15(19), 7292; https://doi.org/10.3390/en15197292 - 4 Oct 2022
Cited by 1 | Viewed by 1415
Abstract
Currently, the ocean energy strategy is rapidly developing, and a high proportionate tidal current energy grid connection presents significant obstacles to the planning and secure and stable operation of an island microgrid. For an island microgrid with high proportion tidal current energy access [...] Read more.
Currently, the ocean energy strategy is rapidly developing, and a high proportionate tidal current energy grid connection presents significant obstacles to the planning and secure and stable operation of an island microgrid. For an island microgrid with high proportion tidal current energy access and demand response resources, this research suggests a multiple time scales rolling coordinative dispatching method. An MPPT control based on Q-Learning algorithm is first developed for real-time maximum power tracking of tidal current energy generation after the island microgrid’s topology has been examined. Following that, a multiple time scales rolling coordinative dispatching’s fundamental architecture and implementation method are provided, with equal time intervals coordinated in a step-by-step recursive way. In the example analysis of an island microgrid, we consider the rigid demand load that does not participate in the demand side response, and the ship load and controllable load that participate in the demand side response. On sea islands, ship loads on the long timeframe achieve traffic and energy interaction, and dispatchable loads on the short timescale participate in supply and demand balancing. This is due to the multiple time scales properties of demand response resources. In addition, a multiple time scales rolling coordinative dispatching model for an island microgrid is developed. It includes day-ahead, intraday, and real-time components. Finally, example analysis is used to confirm the dispatching method’s usefulness and advancement, and we conclude that the tidal current energy consumption rate of the island microgrid is increased by 17.08%. Full article
(This article belongs to the Section F2: Distributed Energy System)
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<p>Schematic diagram of an island microgrid power supply and distribution system.</p>
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<p>Maximum power characteristic curve of a tidal current energy generation system.</p>
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<p>Flow chart of MPPT intelligent control algorithm based on Q-Learning.</p>
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<p>Power tracking of tidal current energy generation based on Q-Learning algorithm.</p>
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<p>Multiple time scales rolling coordinative dispatching method for island microgrid.</p>
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<p>Implementation process of island microgrid multiple time scales rolling coordinative dispatching.</p>
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<p>A 24-h curve of the day-ahead tidal current energy generation output and island load.</p>
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<p>The results of the day-ahead dispatching.</p>
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<p>A 24-h curve of intraday tidal current energy generation output and island load.</p>
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<p>The results of the intraday dispatching.</p>
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<p>A 24-h curve of real-time tidal current energy generation output and island load.</p>
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<p>The results of the real-time dispatching.</p>
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22 pages, 1217 KiB  
Article
Adaptive Approaches for Tidal-Flow Lanes in Urban-Road Networks
by Sören Striewski, Ingo Thomsen and Sven Tomforde
Future Transp. 2022, 2(3), 567-588; https://doi.org/10.3390/futuretransp2030031 - 27 Jun 2022
Cited by 3 | Viewed by 2803
Abstract
Every year, traffic congestion costs the global economy billions of dollars in lost productivity, particularly in urban areas. Traffic congestion is a complex problem, as traffic conditions may change at any time. Tidal-flow lanes can be utilised as a feasible traffic-congestion-mitigation strategy to [...] Read more.
Every year, traffic congestion costs the global economy billions of dollars in lost productivity, particularly in urban areas. Traffic congestion is a complex problem, as traffic conditions may change at any time. Tidal-flow lanes can be utilised as a feasible traffic-congestion-mitigation strategy to balance the fluctuating traffic demands throughout the day. This paper proposes an adaptive-lane-reversal approach for tidal-flow lanes, to decrease the impact of traffic congestion in urban areas. In order to evaluate the adaptive approach under various traffic conditions, several algorithms and parameter sets are examined, using various network models and traffic demands. As a result, the total travel time of the vehicles in the various networks was decreased by up to 81%. Full article
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<p>Bi-directional roadway with a central Buffer lane (orange) (inspired by [<a href="#B5-futuretransp-02-00031" class="html-bibr">5</a>]).</p>
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<p>Overhead digital signals from Washington Blvd., Arlington, VA, USA [<a href="#B13-futuretransp-02-00031" class="html-bibr">13</a>].</p>
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<p>The flow-density curve [<a href="#B14-futuretransp-02-00031" class="html-bibr">14</a>]. <math display="inline"><semantics> <msub> <mi>k</mi> <mrow> <mi>c</mi> <mi>r</mi> <mi>i</mi> <mi>t</mi> </mrow> </msub> </semantics></math> depicts the turning point from normal traffic flow to congested traffic flow.</p>
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<p>An uncongested road section’s speed-flow curve. The flow (veh/h) of the road segment grows when the speed (km/h) increases, as long as all vehicles can travel at free-flow speed. This is a fundamental diagram of traffic flow that is widely acknowledged in the literature [<a href="#B14-futuretransp-02-00031" class="html-bibr">14</a>].</p>
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<p>Demonstration of the signal groups. The signal groups for turning traffic are shown by orange arrows. Horizontal traffic and cars exiting a horizontal section through a right turn are served in signal group 1. Then, signal group 2 allows all left turns from the horizontal portions trough. Vertical traffic is handled in the same way in signal groups 3 and 4. The signal group can be switched and is not crucial for the subsequent analysis.</p>
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<p>An enlarged version of the 0-Intersection model, representing an uninterrupted motorway with a detector spanning all lanes (purple).</p>
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<p>An enlarged version of the 1-Intersection model, representing an interrupted urban setting with a detector spanning one whole lane (purple).</p>
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<p>The 2-Intersection model, which represents an interrupted urban setting with a detector spanning one whole lane (purple).</p>
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<p>Aimsun Next API Implementation [<a href="#B7-futuretransp-02-00031" class="html-bibr">7</a>].</p>
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<p>Aimsun Next and API Module interaction [<a href="#B7-futuretransp-02-00031" class="html-bibr">7</a>].</p>
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<p>Travel times in seconds for the three demands for the 0-Intersection model. The red bar chart represents the 5 min aggregation time, the blue one represents the 10 min aggregation time, and the purple one represents the 15 min aggregation time. They are placed on top of each other to demonstrate the difference in aggregation times. The grey bars represent the base cases (no algorithm applied) as well as the speed algorithm, since it performed consistently across all test situations. Each demand is shown in its own bar chart, allowing them to be compared.</p>
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<p>Travel times in seconds for the three demands for the 1-Intersection model. The red bar chart represents the 5 min aggregation time, the blue one represents the 10 min aggregation time, and the purple one represents the 15 min aggregation time. They are placed on top of each other to demonstrate the difference in aggregation times. The grey bars represent the base cases, where no algorithm is applied. Each demand is shown in its own bar chart, allowing them to be compared.</p>
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<p>Travel times in seconds for the three demands for the 2-Intersection model. The red bar chart represents the 5 min aggregation time, the blue one represents the 10 min aggregation time, and the purple one represents the 15 min aggregation time. They are placed on top of each other to demonstrate the difference in aggregation times. The grey bars represent the base cases, where no algorithm is applied. Each demand is shown in its own bar chart, allowing them to be compared.</p>
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17 pages, 5156 KiB  
Article
Temporary Reversible Lane Design Based on Bi-Level Programming Model during the Winter Olympic Games
by Weiqi Hong, Zishu Yang, Xu Sun, Jianyu Wang and Pengpeng Jiao
Sustainability 2022, 14(8), 4780; https://doi.org/10.3390/su14084780 - 15 Apr 2022
Cited by 3 | Viewed by 1906
Abstract
When the Winter Olympic Games were held, several roads were divided into exclusive lanes for the Winter Olympics to ensure the smooth passage of Winter Olympic vehicles. This reduced the number of lanes available for private vehicles, which caused a temporary tidal traffic [...] Read more.
When the Winter Olympic Games were held, several roads were divided into exclusive lanes for the Winter Olympics to ensure the smooth passage of Winter Olympic vehicles. This reduced the number of lanes available for private vehicles, which caused a temporary tidal traffic phenomenon that led to traffic congestion and increased exhaust emissions. Temporary reversible lanes were added to the object lane to alleviate the temporary tide traffic phenomenon. A bi-level programming model was developed based on the principle of the minimum construction cost and the minimum total travel time of the road network. Meanwhile, three heuristics algorithms were used to solve the problem. The results show that the reasonable addition of temporary reversible lanes during the Olympic Games can reduce the total system travel cost, solve the temporary tidal traffic phenomenon, and alleviate traffic congestion. Full article
(This article belongs to the Section Sustainable Transportation)
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<p>Genetic algorithm design process.</p>
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<p>Particle swarm algorithm design process.</p>
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<p>Quantum particle swarm algorithm design process.</p>
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<p>Transportation network structure.</p>
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<p>Solving the iterative graph with a genetic algorithm.</p>
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<p>Solving the iterative graph using a particle swarm algorithm.</p>
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<p>Solving the iterative graph using a quantum particle swarm algorithm.</p>
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<p>Overview of Lian Shi Road.</p>
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<p>Genetic algorithm iteration diagram.</p>
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28 pages, 12147 KiB  
Article
Analysis of Sea Storm Events in the Mediterranean Sea: The Case Study of 28 December 2020 Sea Storm in the Gulf of Naples, Italy
by Alberto Fortelli, Alessandro Fedele, Giuseppe De Natale, Fabio Matano, Marco Sacchi, Claudia Troise and Renato Somma
Appl. Sci. 2021, 11(23), 11460; https://doi.org/10.3390/app112311460 - 3 Dec 2021
Cited by 11 | Viewed by 3776
Abstract
The coastline of the Gulf of Naples, Italy, is characterized by a series of infrastructures of strategic importance, including touristic and commercial ports between Pozzuoli to Sorrento, main roads, railways, and urban areas. Furthermore, the Gulf of Naples hosts an intense traffic of [...] Read more.
The coastline of the Gulf of Naples, Italy, is characterized by a series of infrastructures of strategic importance, including touristic and commercial ports between Pozzuoli to Sorrento, main roads, railways, and urban areas. Furthermore, the Gulf of Naples hosts an intense traffic of touristic and commercial maritime routes. The risk associated with extreme marine events is hence very significant over this marine and coastal area. On 28 December 2020, the Gulf of Naples was hit by an extreme sea storm, with severe consequences. This study focuses on the waterfront area of Via Partenope, where the waves overrun the roadway, causing massive damage on coastal seawall, road edges, and touristic structures (primarily restaurants). Based on the analysis of the meteorological evolution of the sea storm and its effects on the waterfront, we suggest that reflective processes induced on the sea waves by the tuff cliffs at the base of Castel dell’Ovo had an impact in enhancing the local-scale waves magnitude. This caused in turn severe flooding of the roadway and produced widespread damage along the coast. The analysis of the event of 28 December 2020, also suggests the need of an effective mitigation policy in the management of coastal issues induced by extreme sea storm events. Wind-based analysis and prediction of the sea wave conditions are currently discussed in the literature; however, critical information on wave height is often missing or not sufficient for reliable forecasting. In order to improve our ability to forecast the effects of sea storm events on the coastline, it is necessary to analyze all the components of the coastal wave system, including wave diffraction and reflection phenomena and the tidal change. Our results suggest in fact that only an integrated approach to the analysis of all the physical and anthropic components of coastal system may provide a correct base of information for the stakeholders to address coastal zone planning and protection. Full article
(This article belongs to the Special Issue Remote Sensing and GIS in Environmental Monitoring)
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<p>Location of the study area. Large scale—Italy (<b>a</b>), regional scale—Campania (<b>b</b>), local scales—Gulf of Naples (<b>c</b>), and Naples seafront (<b>d</b>) maps. Names of major localities cited in the text are also reported.</p>
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<p>Location of the weather stations used in this study. Monitoring sites are managed by various research institutions: ISMAR (Consiglio Nazionale delle Ricerche, Istituto di Scienze Marine, Sede di Napoli), ISPRA (Istituto Superiore per la Protezione e la Ricerca Ambientale), INGV (Istituto Nazionale di Geofisica e Vulcanologia, Sezione di Napoli-Osservatorio Vesuviano), and UniParthenope (Parthenope University of Naples).</p>
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<p>Via Caracciolo-Via Partenope waterfront (<b>a</b>) between Mergellina (West) and Castel dell’Ovo (East) (map modified by Reference [<a href="#B41-applsci-11-11460" class="html-bibr">41</a>], with images of the effects of historical sea storms); (<b>b</b>) destruction of road pavement in Via Partenope on 4 November 1966; (<b>c</b>) hydrofoil sunk at Mergellina maritime station on 23 December 1979; (<b>d</b>) large waves invade the roadway of Via Partenope on 11 January 1987, when a “tide up” phenomenon occurred along the coast, due to the occurrence of extremely low-pressure values (lower than 990 hPa) and strong breaking waves process in the previous hours. Photos are courtesy of “Il Mattino” newspaper, Naples.</p>
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<p>Sea level pressure maps from 4 November 1966 (<b>a</b>), 23 December 1979 (<b>b</b>), and 11 January 1987 (<b>c</b>). In all cases, a deep Mediterranean low, centered around Sardinia, is active with relevant horizontal barometric gradients on Italy and surrounding seas, triggering strong southerly winds (ERA-20C–1.000° (European Atmospheric Reanalysis of the 20 century). Maps downloaded by <a href="http://www.wetterzentrale.de" target="_blank">www.wetterzentrale.de</a>, accessed on 6 September 2021.</p>
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<p>Meteorological maps (CFS reanalysis 0.500° by wetterzentrale.de) (<b>a</b>–<b>c</b>) and satellite images (EUMETSAT 2020) (<b>d</b>–<b>f</b>) reconstructing the three-day evolution ((<b>a</b>,<b>e)</b>, 26 December; (<b>b</b>,<b>d)</b>, 27 December; (<b>c</b>,<b>f</b>), 28 December) of the storm during its transition from Iceland to the Mediterranean Sea. Maps downloaded by <a href="http://www.wetterzentrale.de" target="_blank">www.wetterzentrale.de</a>, accessed on 6 September 2021.</p>
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<p>(<b>a</b>) Sea Level Pressure forecasting map valid for 28 December 2020 H18:00 UTC (BOLAM Model [<a href="#B45-applsci-11-11460" class="html-bibr">45</a>]); (<b>b</b>) map highlighting the high horizontal gradients over Campania region.</p>
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<p>(<b>a</b>) Satellite image (EUMETSAT 2020) and (<b>b</b>) sea level barometric map (CFS Reanalysis) relative to 28 December 2020-H18:00 UTC. The intense cyclonic system over France is characterized by a complex system of occluded fronts (magenta lines). Blue lines are cold fronts, and red lines are warm fronts.</p>
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<p>Lago Patria, Capo Posillipo, and Port of Naples ISMAR weather stations wind diagrams in reference to the time interval: 28 December 2020-H00.00 to H24:00UTC.</p>
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<p>Main wave exposure angle relative to point P<sub>1</sub> in front of Via Partenope.</p>
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<p>Position of the point P<sub>0</sub> (coastal waterfront point) and P<sub>1</sub> (offshore point, with seafloor at −34 m), significant in analysis of wave motion. Base map by Reference [<a href="#B47-applsci-11-11460" class="html-bibr">47</a>].</p>
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<p>Map and diagram of fetch relative to P<sub>1</sub> in <a href="#applsci-11-11460-f010" class="html-fig">Figure 10</a>. Map highlights the reduction of fetch in the main wave exposure through the green circle.</p>
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<p>Meteorological map (GFS Operational 0.250°) valid on 28 December 2020-H05:00 UTC for 10 m wind (kt). There is chromatic evidence of winds with gale force. For explanation of 1 and 2 corridors see the main text. Downloaded by <a href="http://www.wetterzentrale.de" target="_blank">www.wetterzentrale.de</a>, accessed on 6 September 2021.</p>
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<p>Hourly average anemometric values (Capo Posillipo and ISPRA-Port of Naples weather stations), with linear interpolation line (red values on the right). Wind direction changes are less than 30°; hence, for simplicity, wave heights and periods are computed along a single (mean) direction.</p>
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<p>Wave growth nomogram modified by Gröen and Dorrestein [<a href="#B28-applsci-11-11460" class="html-bibr">28</a>]. The red line illustrates the development of wave motion considering a constant anemometric event (14.4 m s<sup>−1</sup>) lasting for 14 h.</p>
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<p>Significant wave height of the study event (red point) evaluated with the nomogram modified by Breugem-Holthuijsen [<a href="#B30-applsci-11-11460" class="html-bibr">30</a>].</p>
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<p>Sea surface oscillation in the Gulf of Naples on 27–29 December 2020 (Time: UTC). The diagram shows the stormy phase.</p>
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<p>Photos taken from the buildings along Via Partenope, showing the waves scenario during the phase of maximum intensity of the swell.</p>
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<p>Complex scenario of wave motion in front of Via Partenope, due to the reflection of incident waves on the western bastion of Castel dell’Ovo. Reflected waves are indicated with dotted light blu lines 1′-2′-3′ (<b>a</b>). (<b>b</b>) The energy flux reflected by Castel dell’Ovo, enhances the wave energy impacting Via Partenope. Equation indications are from Equation (20).</p>
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<p>Hydrodynamic motion occurring on the western side of the Castel dell’Ovo. Water masses climb up the western bastion of Castel dell’Ovo and then are reflected back towards the seaside. This means that almost no energy dissipation occurs.</p>
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<p>Energy content of a surface sine wave [<a href="#B48-applsci-11-11460" class="html-bibr">48</a>].</p>
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<p>UAS survey and raster maps produced from low-altitude aerial images using Structure from Motion (SfM). The location of the obtained high-resolution DEM and orthophoto corresponds to the red line in <a href="#applsci-11-11460-f018" class="html-fig">Figure 18</a>a. (<b>a</b>) Camera locations and image overlap. The black point indicates the grid plan. The different colors show the number of acquired photos; (<b>b</b>) digital elevation model (DEM); (<b>c</b>) orthophoto.</p>
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<p>UAS survey and raster maps produced from low-altitude aerial images using Structure from Motion (SfM). The location of the obtained high-resolution DEM and orthophoto corresponds to the red line in <a href="#applsci-11-11460-f018" class="html-fig">Figure 18</a>a. (<b>a</b>) Camera locations and image overlap. The black point indicates the grid plan. The different colors show the number of acquired photos; (<b>b</b>) digital elevation model (DEM); (<b>c</b>) orthophoto.</p>
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<p>Reduction in width of the seawall, with a maximum in correspondence of the bend of Via Partenope Street (<a href="#sec1-applsci-11-11460" class="html-sec">Section 1</a>). The three section profiles are shown in <a href="#applsci-11-11460-f023" class="html-fig">Figure 23</a>.</p>
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<p>Profile sections in correspondence of the damaged area of Via Partenope: the orthophoto shows the very reduced width of the cliff in <a href="#sec1-applsci-11-11460" class="html-sec">Section 1</a>, about half with respect to <a href="#sec2-applsci-11-11460" class="html-sec">Section 2</a>. The graphical section (Length Scale LS equal to 0.5 Height Scale HS) gives evidence of the complete overtopping of the cliff during the phase of maximum wave heights. Profile traces are in <a href="#applsci-11-11460-f022" class="html-fig">Figure 22</a>.</p>
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16 pages, 6891 KiB  
Article
A Weight Assignment Algorithm for Incomplete Traffic Information Road Based on Fuzzy Random Forest Method
by Longhao Wang, Jing Wu, Rui Li, Yanjiao Song, Jiayue Zhou, Xiaoping Rui and Hanwei Xu
Symmetry 2021, 13(9), 1588; https://doi.org/10.3390/sym13091588 - 29 Aug 2021
Cited by 3 | Viewed by 2721
Abstract
One of the keys in time-dependent routing is determining the weight for each road network link based on symmetrical and complete traffic information. To facilitate travel planning considering traffic situations based on historical global position system (GPS) trajectory data which uncover the whole [...] Read more.
One of the keys in time-dependent routing is determining the weight for each road network link based on symmetrical and complete traffic information. To facilitate travel planning considering traffic situations based on historical global position system (GPS) trajectory data which uncover the whole road network, this paper proposes a fuzzy random forest-based road section data estimation method, which uses the third law of geography as the core idea. For different time periods, road grade, tidal lane, proximity to infrastructure (main places that affect traffic, such as schools, hospitals), and accident road sections were selected as indicators that influence the traffic. The random forest algorithm is used to build the mapping relationship between attribute data with average traffic which is obtained based on GPS data. Subsequently, the fuzzy reasoning method is used to obtain the weight of road links missing traffic information by calculating their similarities with typical road section samples. Using the road network of Suzhou City as an example, the proposed method was used to analyze estimate the average driving speeds of road sections with missing traffic information for different time periods. Experimental results show that this method can effectively avoid congested road sections and obtain high-speed travel routes. Full article
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<p>Map of the road network of Suzhou City. (<b>a</b>) shows the terrain of Suzhou. (<b>b</b>) shows the congestion in Yongqiao district.</p>
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<p>The conceptual illustration of fuzzy random forest.</p>
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<p>The concept of the random forest model.</p>
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<p>Road network weight assignment technology roadmap.</p>
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<p>Results of the first test route and lack of traffic information. (<b>a</b>–<b>c</b>) were sampled from morning peak, daytime and night respectively; (<b>a1</b>–<b>c1</b>) are static paths, which are calculated by the maximum speed allowed by the road; (<b>a2</b>–<b>c2</b>) are fuzzy paths, which are calculated by fuzzy weight; (<b>c1</b>–<b>c3</b>) are the loss of traffic information in different periods.</p>
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<p>The results of the second test path and the passing infrastructure. (<b>d</b>,<b>e</b>) Samples were taken at the morning peak and the evening peak respectively; d1 and e1 are static paths, which are calculated according to the maximum speed allowed by the road; (<b>d2</b>,<b>e2</b>) are fuzzy paths, which are calculated by fuzzy weights; the path obtained by fuzzy impedance avoids congestion prone road sections such as schools and hospitals.</p>
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28 pages, 5912 KiB  
Article
Vessel Scheduling Optimization Model Based on Variable Speed in a Seaport with One-Way Navigation Channel
by Dongdong Liu, Guoyou Shi and Katsutoshi Hirayama
Sensors 2021, 21(16), 5478; https://doi.org/10.3390/s21165478 - 14 Aug 2021
Cited by 6 | Viewed by 4013
Abstract
To improve the efficiency of in-wharf vessels and out-wharf vessels in seaports, taking into account the characteristics of vessel speeds that are not fixed, a vessel scheduling method with whole voyage constraints is proposed. Based on multi-time constraints, the concept of a minimum [...] Read more.
To improve the efficiency of in-wharf vessels and out-wharf vessels in seaports, taking into account the characteristics of vessel speeds that are not fixed, a vessel scheduling method with whole voyage constraints is proposed. Based on multi-time constraints, the concept of a minimum safety time interval (MSTI) is clarified to make the mathematical formula more compact and easier to understand. Combining the time window concept, a calculation method for the navigable time window constrained by tidal height and drafts for vessels is proposed. In addition, the nonlinear global constraint problem is converted into a linear problem discretely. With the minimum average waiting time as the goal, the genetic algorithm (GA) is designed to optimize the reformulated vessel scheduling problem (VSP). The scheduling methods under different priorities, such as the first-in-first-out principle, the largest-draft-vessel-first-service principle, and the random service principle are compared and analyzed experimentally with the simulation data. The results indicate that the reformulated and simplified VSP model has a smaller relative error compared with the general priority scheduling rules and is versatile, can effectively improve the efficiency of vessel optimization scheduling, and can ensure traffic safety. Full article
(This article belongs to the Topic Intelligent Transportation Systems)
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<p>Research port area and the trajectory of in-wharf vessels and out-wharf vessels.</p>
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<p>Speed distribution of in-wharf vessels and out-wharf vessels in March 2015. Where the lighter dashed line represents the kernel density distribution curve of speed, the darker dotted line indicates the normal distribution curve of speed, the short solid line indicates the statistical speed data, and the histogram indicates the density distribution of speed intervals.</p>
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<p>Schematic diagram of the ship operation process and traffic flow.</p>
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<p>Optimal Gantt for the sample instance.</p>
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<p>Optimal trajectories for the sample instance.</p>
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<p>An illustration of vessels navigating with variable speed in a one-way channel.</p>
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<p>The minimum safe time window between two vessels.</p>
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<p>Temporal−spatial trajectories of 18 vessels.</p>
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<p>The minimum safe time interval of 18 vessels.</p>
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<p>Ship navigable time window under the constraint of tide height.</p>
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<p>Iteration convergence diagram of instance “Inst_18_1”.</p>
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<p>Parallel coordinate graph of experimental result.</p>
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<p>Gantt diagram of the optimization result of “Inst_18_1”.</p>
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<p>The result of decision variable of instance “Inst_18_1”.</p>
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<p>Space−time trajectories of the solutions of different heuristics.</p>
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19 pages, 4688 KiB  
Article
The Impact of the Mesoscale Ocean Variability on the Estimation of Tidal Harmonic Constants Based on Satellite Altimeter Data in the South China Sea
by Qian Yu, Haidong Pan, Yanqiu Gao and Xianqing Lv
Remote Sens. 2021, 13(14), 2736; https://doi.org/10.3390/rs13142736 - 12 Jul 2021
Cited by 13 | Viewed by 2273
Abstract
The estimation accuracy of tidal harmonic constants is of great significance to maritime traffic and port construction. However, due to the long sampling period of satellite altimeters, tidal signals alias the mesoscale ocean frequencies. As a result, the harmonic analysis is affected by [...] Read more.
The estimation accuracy of tidal harmonic constants is of great significance to maritime traffic and port construction. However, due to the long sampling period of satellite altimeters, tidal signals alias the mesoscale ocean frequencies. As a result, the harmonic analysis is affected by mesoscale environmental noise. In this study, the influence of the mesoscale ocean variability (MOV) on the estimation of tidal harmonic constants was quantified by analyzing 25 years of altimeter data from the Topex/Poseidon (T/P) and Jason satellites in the South China Sea (SCS). The results indicated that the absolute amplitude differences (AADs) of the eight major tidal constituents before and after the mesoscale variability correction (MVC) were generally within 10 mm, and most were within 6 mm. For the relative impact, M2, O1, and K1 were not obviously affected by the MOV because of their large amplitudes, and the AADs generally accounted for less than ±10% of the amplitudes. As a tidal constituent with amplitude less than 2 cm in the SCS, the amplitude of K2 was significantly affected by the MOV, with the ratios of the AADs to its own amplitudes ranging from −64.79% to 95.99% in space. In terms of phase, the K2 tide was most affected by the MOV: 63% of the data points before and after correction were over ±5°, and the maximum and minimum values were 86.46° and −176.27°, respectively. The absolute phase differences of other tidal constituents before and after the MVC were generally concentrated within ±5°. The impact of the MOV on the evolution of tidal amplitudes in the SCS was also explored. It was found that the MOV can cause pseudo-rapid temporal variations of tidal amplitudes in some regions of the SCS. Full article
(This article belongs to the Special Issue Recent Advances on Oceanic Mesoscale Eddies)
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<p>(<b>a</b>) The depth map and (<b>b</b>) the map of selected T/P-Jason satellite observation points in the South China Sea.</p>
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<p>Comparison of estimated error (mm) of M<sub>2</sub> and O<sub>1</sub> constituents before and after the MVC: (<b>a</b>) error of M<sub>2</sub> constituent before correction; (<b>b</b>) error of M<sub>2</sub> constituent after correction; (<b>c</b>) error of O<sub>1</sub> constituent before correction; (<b>d</b>) error of O<sub>1</sub> constituent after correction.</p>
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<p>Spatial distribution of SNR of M<sub>2</sub> and O<sub>1</sub> constituents: (<b>a</b>) SNR of M<sub>2</sub> constituent before correction; (<b>b</b>) SNR of M<sub>2</sub> constituent after correction; (<b>c</b>) SNR of O<sub>1</sub> constituent before correction; (<b>d</b>) SNR of O<sub>1</sub> constituent after correction.</p>
Full article ">Figure 4
<p>Histogram of amplitude differences (mm) before and after the MVC for eight major tides in the South China Sea.</p>
Full article ">Figure 5
<p>The map of the coordinates of the selected points. (Number 6 and 16 are located at the same position).</p>
Full article ">Figure 6
<p>Histogram of the ratio of the P<sub>1</sub> tidal amplitude to the K<sub>1</sub> amplitude and the ratio of the K<sub>2</sub> tidal amplitude to the M<sub>2</sub> amplitude in the South China Sea: (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mn>1</mn> </msub> <mo>/</mo> <msub> <mi>K</mi> <mn>1</mn> </msub> </mrow> </semantics></math> before the MVC; (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mn>1</mn> </msub> <mo>/</mo> <msub> <mi>K</mi> <mn>1</mn> </msub> </mrow> </semantics></math> after the MVC; (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mi>K</mi> <mn>2</mn> </msub> <mo>/</mo> <msub> <mi>M</mi> <mn>2</mn> </msub> </mrow> </semantics></math> before the MVC; (<b>d</b>) <math display="inline"><semantics> <mrow> <msub> <mi>K</mi> <mn>2</mn> </msub> <mo>/</mo> <msub> <mi>M</mi> <mn>2</mn> </msub> </mrow> </semantics></math> after the MVC.</p>
Full article ">Figure 7
<p>Histogram of the phase difference before and after MVC of the eight tides in the South China Sea.</p>
Full article ">Figure 8
<p>Spatial distribution of M<sub>2</sub> and O<sub>1</sub> tidal amplitude differences and phase differences before and after the MVC in the South China Sea: (<b>a</b>) the amplitude differences of M<sub>2</sub> (the west of Luzon Strait and the western boundary of the deep ocean basin are marked in the map); (<b>b</b>) the phase differences of M<sub>2</sub>; (<b>c</b>) the amplitude differences of O<sub>1</sub>; (<b>d</b>) the phase differences of O<sub>1</sub>.</p>
Full article ">Figure 9
<p>Comparison of the evolution of M<sub>2</sub> and S<sub>2</sub> tidal amplitudes before and after the MVC: (<b>a</b>) evolution of M<sub>2</sub> tidal amplitudes before correction; (<b>b</b>) evolution of M<sub>2</sub> tidal amplitudes after correction; (<b>c</b>) evolution of S<sub>2</sub> tidal amplitudes before correction; (<b>d</b>) evolution of S<sub>2</sub> tidal amplitudes after correction.</p>
Full article ">Figure 10
<p>Comparison of evolution of K<sub>1</sub> and O<sub>1</sub> tidal amplitudes before and after the MVC: (<b>a</b>) evolution of K<sub>1</sub> tidal amplitudes before correction; (<b>b</b>) evolution of K<sub>1</sub> tidal amplitudes after correction; (<b>c</b>) evolution of O<sub>1</sub> tidal amplitudes before correction; (<b>d</b>) evolution of O<sub>1</sub> tidal amplitudes after correction.</p>
Full article ">Figure 11
<p>Histogram of amplitude change before and after the MVC based on T/P-Jason data.</p>
Full article ">Figure 12
<p>The water depth in the South China Sea and the point where (<b>a</b>) the temporal changes of amplitude in K<sub>1</sub> exceeds 25 mm (red in the figure); and (<b>b</b>) the tidal amplitude change in O<sub>1</sub> exceeds 18 mm (red in the figure).</p>
Full article ">
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