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Search Results (1,898)

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15 pages, 1313 KiB  
Article
Distributed Dispatch of Distribution Network Operators, Distributed Energy Resource Aggregators, and Distributed Energy Resources: A Three-Level Conditional Value-at-Risk Optimization Model
by Qifeng Huang, Hanmiao Cheng, Zhong Zhuang, Meimei Duan, Kaijie Fang, Yixuan Huang and Liyu Wang
Inventions 2024, 9(6), 117; https://doi.org/10.3390/inventions9060117 - 25 Nov 2024
Viewed by 366
Abstract
To enhance the participation enthusiasm of distributed energy resources (DERs) and DER aggregators in their demand response, this paper develops a three-level distributed scheduling model for the distribution network operators (DNO), DER aggregators, and DERs based on the conditional value-at-risk (CVaR) theory. First, [...] Read more.
To enhance the participation enthusiasm of distributed energy resources (DERs) and DER aggregators in their demand response, this paper develops a three-level distributed scheduling model for the distribution network operators (DNO), DER aggregators, and DERs based on the conditional value-at-risk (CVaR) theory. First, a demand response model is established for the DNO, DER aggregators, and DERs. Next, we employ the analytical target cascading (ATC) method to construct a three-level distributed scheduling model, where incentive and compensation prices are shared as consensus variables across the model levels to amplify the influence of DER aggregators on incentive prices and DERs on compensation prices. Then, the photovoltaic output model is restructured using the CVaR theory to effectively measure the risk associated with photovoltaic output uncertainty. Finally, an analysis is conducted using the IEEE 33-node distribution network to validate the effectiveness of the proposed model. Full article
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<p>DNO–DER aggregators–DERs three-level model framework diagram.</p>
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<p>Three-level scheduling model flowchart.</p>
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<p>IEEE 33 node topology diagram.</p>
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<p>Photovoltaic output scenarios.</p>
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<p>DERs basic load.</p>
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<p>Curve of efficient frontier.</p>
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24 pages, 2652 KiB  
Article
Research on the Optimization of Urban–Rural Passenger and Postal Integration Operation Scheduling Based on Uncertainty Theory
by Yunqiang Xue, Jiayu Liu, Haokai Tu, Guangfa Bao, Tong He, Yang Qiu, Yuhan Bi and Hongzhi Guan
Sustainability 2024, 16(23), 10268; https://doi.org/10.3390/su162310268 - 23 Nov 2024
Viewed by 437
Abstract
The integration of postal and passenger transport is an effective measure to enhance the utilization efficiency of passenger and freight transportation resources and to promote the sustainable development of urban–rural transit and logistics. This paper considers the uncertainty in passenger and freight demand [...] Read more.
The integration of postal and passenger transport is an effective measure to enhance the utilization efficiency of passenger and freight transportation resources and to promote the sustainable development of urban–rural transit and logistics. This paper considers the uncertainty in passenger and freight demand as well as transit operation times, constructing an optimization model for integrated urban–rural transit and postal services based on uncertainty theory. Passenger and freight demand, along with the inverse uncertain distribution of events, serve as constraints, while minimizing passenger travel time and the cost for passenger transport companies are the optimization objectives. Taking into account the uncertainty of urban–rural bus travel time, the scheduling model is transformed into a robust form for scenarios involving single and multiple origin stations. The model is solved using an improved NSGA-II (Nondominated Sorting Genetic Algorithm II) to achieve effective coordinated scheduling of both passenger and freight services. Through a case study in Lotus County, Jiangxi Province, vehicle routing plans with varying levels of conservativeness were obtained. Comparing the results from different scenarios, it was found that when the total vehicle operating mileage increased from 1.96% to 62.26%, passenger transport costs rose from 2.95% to 62.66%, while the total passenger travel time decreased from 55.99% to 172.31%. In terms of optimizing costs and improving passenger travel efficiency, operations involving multiple starting stations for a single vehicle demonstrated greater advantages. Meanwhile, at a moderate level of robustness, it was easier to achieve a balance between operational costs and passenger travel time. The research findings provide theoretical support for improving travel conditions and resource utilization in rural areas, which not only helps enhance the operational efficiency of urban–rural transit but also contributes positively to promoting balanced urban–rural sustainable development and narrowing the urban–rural gap. Full article
(This article belongs to the Collection Advances in Transportation Planning and Management)
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<p>NSGA-II algorithm idea.</p>
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<p>Individual crowding distance.</p>
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<p>Steps for the improved NSGA-II algorithm.</p>
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<p>Route map of urban buses and township-village buses.</p>
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<p>Operational Results of Multi-Vehicle Single-Origin Scheduling.</p>
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<p>Operational Results of Single-Vehicle Multi-Origin Scheduling.</p>
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<p>Operational Results of Multi-Vehicle Multi-Origin Scheduling.</p>
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16 pages, 4052 KiB  
Article
Integration of Water Transfers in Hydropower Operation Planning
by Roberto Asano, Fabiana de Oliveira Ferreira, Jacyro Gramulia and Patrícia Teixeira Leite Asano
Energies 2024, 17(23), 5872; https://doi.org/10.3390/en17235872 - 22 Nov 2024
Viewed by 231
Abstract
The rising demand for clean energy production due to climate change emphasizes the importance of optimizing water resources, particularly in countries with significant hydropower potential. Existing models for the Operational Planning of Hydropower Systems (HPSOP) typically focus on the natural flows of rivers, [...] Read more.
The rising demand for clean energy production due to climate change emphasizes the importance of optimizing water resources, particularly in countries with significant hydropower potential. Existing models for the Operational Planning of Hydropower Systems (HPSOP) typically focus on the natural flows of rivers, often overlooking the potential of water transfers between rivers and basins. To address this gap, this article employs an improved mathematical model of hydropower production, considering the adjustment of the water transfer in the operation schedule as an additional optimization variable. A customized meta-heuristic, named the Evolutionary Socio-Bio Inspired Technique (ESBIT), has been tailored to integrate water transfer mechanisms into the operational planning model. The proposed model was validated through a case study at the Henry Borden Complex in São Paulo, Brazil, using real power plant parameters and inflow data from the Brazilian system. The results obtained from the test case, both with and without water transfer, demonstrate that the proposed methodology effectively captures the operational characteristics of a system that allows water transfers between rivers or basins to optimize the available water resources and system costs. Full article
(This article belongs to the Section A3: Wind, Wave and Tidal Energy)
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<p>Schematic diagram: water transfer between rivers and basins.</p>
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<p>Simplified representation of coexisting generations.</p>
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<p>Species development into several separate social groups, where individuals may eventually migrate between groups.</p>
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<p>Location of the Henry Borden power plant.</p>
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<p>Diagram of the Henry Borden Complex. Adapted from [<a href="#B26-energies-17-05872" class="html-bibr">26</a>].</p>
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<p>Diagram of hydroelectric power plants used in the test case. Adapted from [<a href="#B28-energies-17-05872" class="html-bibr">28</a>].</p>
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<p>Relative working volumes of system reservoirs simulated without transfer.</p>
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<p>Relative working volumes of system reservoirs simulated with transfer to Henry Borden.</p>
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<p>Outflow (<math display="inline"><semantics> <mrow> <msubsup> <mrow> <mi>u</mi> </mrow> <mrow> <mi>i</mi> </mrow> <mrow> <mi>t</mi> </mrow> </msubsup> </mrow> </semantics></math>) at the Barra Bonita power plant with and without transfer compared with the water transfer (<math display="inline"><semantics> <mrow> <mi>y</mi> <msubsup> <mrow> <mi>a</mi> </mrow> <mrow> <mi>j</mi> </mrow> <mrow> <mi>t</mi> </mrow> </msubsup> </mrow> </semantics></math>) from the Barra Bonita reservoir to Henry Borden.</p>
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<p>Comparison of hydroelectric production without and with transfer.</p>
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<p>ESBIT flowchart.</p>
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16 pages, 1109 KiB  
Article
A Receiver-Driven Named Data Networking (NDN) Congestion Control Method Based on Reinforcement Learning
by Ruijuan Zheng, Bohan Zhang, Xuhui Zhao, Lin Wang and Qingtao Wu
Electronics 2024, 13(23), 4609; https://doi.org/10.3390/electronics13234609 - 22 Nov 2024
Viewed by 328
Abstract
Named data networking (NDN) is a novel networking paradigm characterized by in-network caching, receiver-driven communication, and multi-source, multi-path data retrieval, which poses new challenges for congestion control. Existing work has largely focused on receiver-driven mechanisms. Due to delays in obtaining network control information [...] Read more.
Named data networking (NDN) is a novel networking paradigm characterized by in-network caching, receiver-driven communication, and multi-source, multi-path data retrieval, which poses new challenges for congestion control. Existing work has largely focused on receiver-driven mechanisms. Due to delays in obtaining network control information (timeouts, NACKs) within NDN, consumers are unable to access the network congestion status from this information in a timely manner. To address the issues above, this paper combines the Q-learning algorithm with the NDN architecture, proposing Q-NDN. In Q-NDN, consumers can dynamically adjust the congestion window (cwnd) through the real-time monitoring of network status, leveraging the Q-learning algorithm, achieving automatic congestion control for the NDN architecture. Additionally, this paper introduces content popularity-based traffic scheduling for multi-user scenarioswhich adjusts the transmission rates of content with different popularity levels to maintain a dynamic balance in the network. The experimental results show that Q-NDN can converge quickly, make full use of bandwidth resources, and keep the packet loss rate to 0 in the basic network topology. In competing network topologies, Q-NDN can rapidly address conflict issues, efficiently utilize bandwidth resources, and maintain a relatively low packet loss rate. Full article
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<p>Architecture of Q-NDN.</p>
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<p>Basic functionality of the sliding window.</p>
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<p>Q-NDN algorithm process.</p>
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<p>Basic network topology.</p>
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<p>Competitive network topology.</p>
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<p>Experimental results for basic network topology.</p>
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<p>Experimental results for competitive network topology.</p>
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19 pages, 623 KiB  
Article
Critical Success Factors for Green Port Transformation Using Digital Technology
by Zhenqing Su, Yanfeng Liu, Yunfan Gao, Keun-Sik Park and Miao Su
J. Mar. Sci. Eng. 2024, 12(12), 2128; https://doi.org/10.3390/jmse12122128 - 22 Nov 2024
Viewed by 343
Abstract
Ports are the main arteries of global trade, handling goods circulation and serving as hubs for information, capital, and technology. Integrating digital technology has become the key for green port development to achieve resource efficiency and ecological balance. The current literature overlooks how [...] Read more.
Ports are the main arteries of global trade, handling goods circulation and serving as hubs for information, capital, and technology. Integrating digital technology has become the key for green port development to achieve resource efficiency and ecological balance. The current literature overlooks how digital technology can facilitate greener port operations. This study integrates sustainable supply chain management and system dynamics theories based on an in-depth analysis of existing research results and expert interviews. The analysis focuses on three key dimensions: integrating digital technologies with infrastructure, optimizing digital management and operations, and improving environmental and safety management in a digitally driven setting. Using the fuzzy Decision Making Trial and Evaluation Laboratory (Fuzzy Dematel) methodology, we collaborated with domain experts in port logistics to identify and confirm 12 pivotal factors that support the green digital transformation of ports. The research shows that the most critical success factors for using digital technology to drive ports’ green transformation are green supply chain information platforms, intelligent vessel scheduling, traffic optimization, and digital carbon emission monitoring. This study significantly contributes to the literature on green port transformation, offering indispensable practical insights for port operators, government entities, and shipping firms in identifying and deploying these key success factors. The findings will help maritime supply chain stakeholders develop actionable digital strategies, improving port efficiency and ecological resilience. Full article
(This article belongs to the Section Ocean Engineering)
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<p>Centrality–cause degree scatter plot.</p>
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21 pages, 2146 KiB  
Article
Optimization Model for Mine Backfill Scheduling Under Multi-Resource Constraints
by Yuhang Liu, Guoqing Li, Jie Hou, Chunchao Fan, Chuan Tong and Panzhi Wang
Minerals 2024, 14(12), 1183; https://doi.org/10.3390/min14121183 - 21 Nov 2024
Viewed by 283
Abstract
Addressing the resource constraints, such as manpower and equipment, faced by mine backfilling operations, this study proposed an optimization model for backfill scheduling based on the Resource-Constrained Project Scheduling Problem (RCPSP). The model considered backfilling’s multi-process, multi-task, and multi-resource characteristics, aiming to minimize [...] Read more.
Addressing the resource constraints, such as manpower and equipment, faced by mine backfilling operations, this study proposed an optimization model for backfill scheduling based on the Resource-Constrained Project Scheduling Problem (RCPSP). The model considered backfilling’s multi-process, multi-task, and multi-resource characteristics, aiming to minimize total delay time. Constraints included operational limits, resource requirements, and availability. The goal was to determine optimal resource configurations for each stope’s backfilling steps. A heuristic genetic algorithm (GA) was employed for solution. To handle equipment unavailability, a new encoding/decoding algorithm ensured resource availability and continuous operations. Case verification using real mine data highlights the advantages of the model, showing a 20.6% decrease in completion time, an 8 percentage point improvement in resource utilization, and a 47.4% reduction in overall backfilling delay time compared to traditional methods. This work provides a reference for backfilling scheduling in similar mines and promotes intelligent mining practices. Full article
(This article belongs to the Special Issue Advances in Mine Backfilling Technology and Materials)
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<p>Schematic Diagram of Equipment Reliability and Availability.</p>
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<p>Schematic Diagram of Vertical Sand Silo Feeding and Settling.</p>
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<p>Variation of Tailings Mass and Availability in the Sand Silo.</p>
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<p>Encoding Algorithm Logic.</p>
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<p>Decoding Algorithm Logic.</p>
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<p>GA Iteration Chart.</p>
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<p>Stope Backfilling Schedule.</p>
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<p>Resource Allocation Distribution.</p>
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18 pages, 3270 KiB  
Article
Long-Term Hydropower Plant Scheduling Considering Environmental and Economic Criteria
by Tatiana Myateg, Sergey Mitrofanov, Chen Xi, Yuri Sekretarev, Murodbek Safaraliev, Roman Volosatov, Anna Arestova and Aminjon Gulakhmadov
Sustainability 2024, 16(22), 10106; https://doi.org/10.3390/su162210106 - 19 Nov 2024
Viewed by 455
Abstract
This article is devoted to planning water-energy regimes for hydropower plants, taking into account economic and ecologic criteria. A new methodology based on a probabilistic model of water inflow has been proposed. The probabilistic method requires the calculation of low-water and average-water year [...] Read more.
This article is devoted to planning water-energy regimes for hydropower plants, taking into account economic and ecologic criteria. A new methodology based on a probabilistic model of water inflow has been proposed. The probabilistic method requires the calculation of low-water and average-water year typical hydrographs based on the probability curve. This allows the determination of the guaranteed hydropower plant generation schedule with a month time-step. According to the method considered, the mathematical model of the reservoir filling and normal power station operation has been designed. The software for the automated water-energy mode calculation is presented in this paper. The economic feasibility of maximum replacement of thermal power plants in the energy system with more environmentally friendly hydropower plant is substantiated. The methodology of water resources cost calculation and economic efficiency assessment under various hydropower plant regime scenarios have been proposed in the paper. Using the data and characteristics of HPPs and TPPs, an assessment of energy efficiency will be obtained in accordance with the developed methodology to determine the price of water for HPPs and all participants in the water management complex. The results of the implementation of the developed approach indicate that the price of electricity sales in a competitive electricity market can be brought into line with the price of electricity sales generated by thermal power plants, which increases the economic feasibility of the maximum replacement of thermal power plant capacity in the system with more economical and environmentally friendly hydropower plant. The developed method allows for an increase in the efficiency of water resources use and the efficiency of hydropower plant participation in the energy balance, which makes it possible to displace part of the power generated by thermal power plants. Full article
(This article belongs to the Section Environmental Sustainability and Applications)
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<p>Dependence of downstream level on water discharge.</p>
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<p>Reservoir drawdown/fill calculation program interface.</p>
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<p>Low-water year drawdown/fill schedule.</p>
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<p>Average water year drawdown/fill schedule.</p>
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<p>Graph of profit maximization when marginal revenue equals marginal cost (<span class="html-italic">MR</span>—marginal revenue, <span class="html-italic">MC</span>—marginal cost, <span class="html-italic">D</span>—market demand).</p>
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<p>Graph of profit maximization when marginal revenue equals marginal cost (<span class="html-italic">MR</span>—marginal revenue (blue line), <span class="html-italic">MC</span>—marginal cost (green line), <span class="html-italic">D</span>—market demand (red line)).</p>
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26 pages, 9914 KiB  
Article
Collaborative Optimization Scheduling of Source-Network-Load-Storage System Based on Ladder-Type Green Certificate–Carbon Joint Trading Mechanism and Integrated Demand Response
by Zhenglong Wang, Jiahui Wu, Yang Kou, Menglin Zhang and Huan Jiang
Sustainability 2024, 16(22), 10104; https://doi.org/10.3390/su162210104 - 19 Nov 2024
Viewed by 394
Abstract
To fully leverage the potential flexibility resources of a source-network-load-storage (SNLS) system and achieve the green transformation of multi-source systems, this paper proposes an economic and low-carbon operation strategy for an SNLS system, considering the joint operation of ladder-type green certificate trading (GCT)–carbon [...] Read more.
To fully leverage the potential flexibility resources of a source-network-load-storage (SNLS) system and achieve the green transformation of multi-source systems, this paper proposes an economic and low-carbon operation strategy for an SNLS system, considering the joint operation of ladder-type green certificate trading (GCT)–carbon emission trading (CET), and integrated demand response (IDR). Firstly, focusing on the load side of electricity–heat–cooling–gas multi-source coupling, this paper comprehensively considers three types of flexible loads: transferable, replaceable, and reducible. An IDR model is established to tap into the load-side scheduling potential. Secondly, improvements are made to the market mechanisms: as a result of the division into tiered intervals and introduction of reward–penalty coefficients, the traditional GCT mechanism was improved to a more constraining and flexible ladder-type GCT mechanism. Moreover, the carbon offset mechanism behind green certificates serves as a bridge, leading to a GCT-CET joint operation mechanism. Finally, an economic low-carbon operation model is formulated with the objective of minimizing the comprehensive cost consisting of GCT cost, CET cost, energy procurement cost, IDR cost, and system operation cost. Simulation results indicate that by effectively integrating market mechanisms and IDR, the system can enhance its capacity for renewable energy penetration, reduce carbon emissions, and achieve green and sustainable development. Full article
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<p>Schematic diagram of SNLS system operation.</p>
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<p>Operational principle of GCT mechanism.</p>
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<p>Operational principle of CET mechanism.</p>
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<p>Joint operating principle of the GCT and CET mechanism.</p>
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<p>Flowchart of the model-solving process.</p>
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<p>Predicted outputs of wind and photovoltaic energy alongside load forecasts.</p>
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<p>Comparison of renewable energy penetration in Scenarios 1–3.</p>
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<p>Comparison of system comprehensive cost and carbon emission in Scenarios 2–4.</p>
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<p>Comparison of GCT cost, CET cost, and system comprehensive cost in Scenarios 2–5.</p>
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<p>Load curve before and after optimization.</p>
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<p>Load curve before and after optimization.</p>
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<p>Optimization result of supply–demand balance.</p>
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<p>Optimization result of supply–demand balance.</p>
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<p>Optimization results based on varying green certificate–carbon trading basic prices.</p>
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<p>Optimization results based on varying reward coefficient.</p>
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17 pages, 4873 KiB  
Article
Socio-Hydrological Agent-Based Modeling as a Framework for Analyzing Conflicts Within Water User Organizations
by Mario Lillo-Saavedra, Pablo Velásquez-Cisterna, Ángel García-Pedrero, Marcela Salgado-Vargas, Diego Rivera, Valentina Cisterna-Roa, Marcelo Somos-Valenzuela, Meryeme Boumahdi and Consuelo Gonzalo-Martín
Water 2024, 16(22), 3321; https://doi.org/10.3390/w16223321 - 19 Nov 2024
Viewed by 398
Abstract
Water resource management in agriculture faces complex challenges due to increasing scarcity, exacerbated by climate change, and the intensification of conflicts among various user groups. This study addresses the issue of predicting and managing these conflicts in the Longaví River Basin, Chile, by [...] Read more.
Water resource management in agriculture faces complex challenges due to increasing scarcity, exacerbated by climate change, and the intensification of conflicts among various user groups. This study addresses the issue of predicting and managing these conflicts in the Longaví River Basin, Chile, by considering the intricate interactions between hydrological, social, and economic factors. A socio-hydrological agent-based model (SHABM) was developed, integrating hydrological, economic, and behavioral data. The methodology combined fieldwork with computational modeling, characterizing three types of agents (selfish, neutral, and cooperative) and simulating scenarios with varying levels of water availability and oversight across three water user organizations (WUOs). The key findings revealed that (1) selfish agents are more likely to disregard irrigation schedules under conditions of scarcity and low supervision; (2) high supervision (90%) significantly reduces conflicts; (3) water scarcity exacerbates non-cooperative behaviors; (4) high-risk conflict areas can be identified; and (5) behavioral patterns stabilize after the third year of simulation. This work demonstrates the potential of SHABM as a decision-making tool in water management, enabling the proactive identification of conflict-prone areas and the evaluation of management strategies. Full article
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<p>Geographic location of the study area within the Longaví River Basin, Maule Region, Chile (<math display="inline"><semantics> <mrow> <msup> <mn>36</mn> <mo>∘</mo> </msup> <msup> <mn>08</mn> <mo>′</mo> </msup> </mrow> </semantics></math> S, <math display="inline"><semantics> <mrow> <msup> <mn>71</mn> <mo>∘</mo> </msup> <msup> <mn>40</mn> <mo>′</mo> </msup> </mrow> </semantics></math> W, Datum WGS 84). The map shows the irrigation network managed by the Longaví River Water Users Association (JVRL), which comprises 22 main canals, with emphasis on the “Primera Abajo” canal selected for this study.</p>
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<p>Schematic representation of water distribution system showing flow dynamics and hierarchical interactions among key stakeholders: Water Board (WB), Canal Administrator (CA), and Farmers (Fs). The diagram illustrates the decision-making processes in water allocation and management from the intake structure to end users.</p>
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<p>Spatial distribution of three Water User Organizations (WOUs) along the “Primera Abajo” main canal. These areas were selected to implement the SHABM (Socio-Hydrological Agent-Based Model) to analyze potential water conflicts among 22 farmers exhibiting different behavioral patterns (selfish, neutral, and cooperative) in their water management practices.</p>
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<p>Temporal evolution of available flow and potential water demand (PWD) for all crops in each of the studied WOUs.</p>
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<p>Distribution of <span class="html-italic">F</span> agents’ decisions (to respect or ignore irrigation turns) based on supervision levels and water availability, disaggregated by prosocial behavior classification type (selfish, neutral, cooperative).</p>
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<p>A comparative analysis of the number of F agents ignoring irrigation turns over the five-year study period, under different levels of supervision (10%–90%) and three water availability conditions: a 20% reduction from actual levels, actual levels, and a 20% increase from actual levels.</p>
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<p>Spatial distribution of non-compliant irrigation practices in WUO 1 during the fifth year of simulation. The color intensity represents the frequency of ignored irrigation turns by Selfish (red) and Neutral (green) agents under different scenarios: supervision levels (10%, 50%, 90%) and water availability conditions (baseline, 20% from baseline). Darker shades indicate higher frequencies of non-compliance per plot.</p>
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29 pages, 10731 KiB  
Article
Enhancing Construction Management Digital Twins Through Process Mining of Progress Logs
by Yongzhi Wang, Shaoming Liao, Zhiqun Gong, Fei Deng and Shiyou Yin
Sustainability 2024, 16(22), 10064; https://doi.org/10.3390/su162210064 - 19 Nov 2024
Viewed by 493
Abstract
Large-scale infrastructure projects involve numerous complex processes, and even small construction management (CM) deficiencies can lead to significant resource waste. Digital twins (DTs) offer a potential solution to the management side of the problem. The current DT models focus on real-time physical space [...] Read more.
Large-scale infrastructure projects involve numerous complex processes, and even small construction management (CM) deficiencies can lead to significant resource waste. Digital twins (DTs) offer a potential solution to the management side of the problem. The current DT models focus on real-time physical space mapping, which causes the fragmentation of process data in servers and limits lifecycle algorithm implementation. In this paper, we propose a DT framework that integrates process twins to achieve process discovery through process mining and that serves as a supplement to DTs. The proposed framework was validated in a highway project. Based on BIM, GIS, and UAV physical entity twins, construction logs were collected, and process discovery was performed on them using process mining techniques, achieving process mapping and conformance checking for the process twins. The main conclusions are as follows: (1) the process twins accurately reflect the actual construction process, addressing the lack of process information in CM DTs; (2) process variants can be used to analyze abnormal changes in construction methods and identify potential construction risks in advance; (3) sudden changes in construction nodes during activities can affect resource allocation across multiple subsequent stages; (4) process twins can be used to visualize construction schedule risks, such as lead and lag times. The significance of this paper lies in the construction of process twins to complement the existing DT framework, providing a solution to the lost process relationships in DTs, enabling better process reproduction, and facilitating prediction and optimization. In future work, we will concentrate on conducting more in-depth research on process twins, drawing from a wider range of data sources and advancing intelligent process prediction techniques. Full article
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<p>Process models: (<b>a</b>) transition system; (<b>b</b>) Petri net.</p>
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<p>Research workflow.</p>
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<p>Xinlian Hub and event case distribution location.</p>
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<p>DT model for CM.</p>
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<p>Event log example and log standardization.</p>
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<p>Construction process variants.</p>
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<p>Highway construction process model: (<b>a</b>) DFG and (<b>b</b>) DFM represented by Petri net. Note: ZJ: pile foundations; CT: caps; XL: tie beams; DZ: piers; GL: cap beams; SJF: wet joints; HL: guardrails; QMX: bridge deck systems: XJXL: cast-in-place tie beams; XJL: cast-in-place beams; and GXL: steel box girders.</p>
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<p>Process model: (<b>a</b>) Inductive Miner; (<b>b</b>) Induction Miner represented by Petri net; (<b>c</b>) BPMN; (<b>d</b>) BPMN represented by Petri net. Note: ZL; pile foundations; CT: caps; XL: tie beams; DZ: piers; GL: cap beams; SJF: wet joints; HL: guardrails; QMX: bridge deck systems; XJXL: cast-in-place tie beams; XJL: cast-in-place beams; GXL: steel box girders.</p>
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<p>Petri nets with different granularities.</p>
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<p>Petri nets with different granularities.</p>
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<p>Average waiting and service times for construction activities.</p>
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<p>Comparison of differences between actual and planned activities.</p>
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<p>Deviations between model and log.</p>
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<p>Cloud plot of model rating indicators for different activities and paths.</p>
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20 pages, 2232 KiB  
Article
Application of Distributed Collaborative Optimization in Building Multi-Energy Complementary Energy Systems
by Yongchao Zhao, Yang Yang, Jianmin Zhang, Hugeng Ling and Yawei Du
Sustainability 2024, 16(22), 10053; https://doi.org/10.3390/su162210053 - 18 Nov 2024
Viewed by 519
Abstract
This article investigates the application and physical mechanism exploration of distributed collaborative optimization algorithms in building multi-energy complementary energy systems, in response to the difficulties in coordinating various subsystems and insufficient dynamic control strategies. On the basis of modeling each subsystem, the Dual [...] Read more.
This article investigates the application and physical mechanism exploration of distributed collaborative optimization algorithms in building multi-energy complementary energy systems, in response to the difficulties in coordinating various subsystems and insufficient dynamic control strategies. On the basis of modeling each subsystem, the Dual Decomposition algorithm is used to decompose the global optimization problem of the system into several independent sub problems, achieving independent optimization of each subsystem. Through an adaptive dynamic scheduling strategy, real-time data and predictive information are continuously updated and controlled, effectively allocating system resources. The experimental results show that compared to the original system before optimization, the improved algorithm in this paper reduces the total energy consumption of the system by 6.9% and 2.8% on typical summer and winter days, respectively. The conclusion shows that the algorithm proposed in this paper can effectively solve the problem of system coordination difficulties, improve system resource allocation and overall operation level, and provide a new perspective for the optimization design and operation control of energy systems. Full article
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<p>Architecture of the BMECE system.</p>
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<p>Dual decomposition algorithm.</p>
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<p>BMECE subsystem.</p>
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<p>Collaborative control model solving.</p>
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<p>Initial energy data. Note: (<b>a</b>) shows the initial energy data on the typical summer day, (<b>b</b>) shows the initial energy data on the typical winter day.</p>
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<p>Optimization results of electrical load. Note: (<b>a</b>) shows the optimization of electrical load on the typical summer day, (<b>b</b>) shows the optimization of electrical load on the typical winter day.</p>
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<p>Optimization results of cooling and heating loads. Note: (<b>a</b>) shows the optimization of cooling load on the typical summer day, (<b>b</b>) shows the optimization of heating load on the typical winter day.</p>
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<p>Comparison of system energy consumption results. Note: (<b>a</b>) shows the energy consumption comparison on the typical summer day, (<b>b</b>) shows the energy consumption comparison on the typical winter day.</p>
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<p>Comparison of system operating costs. Note: (<b>a</b>) shows the cost comparison on the typical summer day, (<b>b</b>) shows the cost comparison on the typical winter day.</p>
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21 pages, 2124 KiB  
Article
Optimal Scheduling and Compensation Pricing Method for Load Aggregators Based on Limited Peak Shaving Budget and Time Segment Value
by Hanyu Yang, Zhihao Sun, Xun Dou, Linxi Li, Jiancheng Yu, Xianxu Huo and Chao Pang
Energies 2024, 17(22), 5759; https://doi.org/10.3390/en17225759 - 18 Nov 2024
Viewed by 335
Abstract
Load-side peak shaving is an effective measure to alleviate power supply–demand imbalance. As a key link between a vast array of small- and medium-sized adjustable resources and the bulk power system, load aggregators (LAs) typically allocate peak shaving budgets using fixed pricing methods [...] Read more.
Load-side peak shaving is an effective measure to alleviate power supply–demand imbalance. As a key link between a vast array of small- and medium-sized adjustable resources and the bulk power system, load aggregators (LAs) typically allocate peak shaving budgets using fixed pricing methods based on peak shaving demand forecasts. However, due to the randomness of supply and demand, fluctuations in peak shaving demand occur, making it a significant technical challenge to meet peak shaving needs under limited budget allocations. To address this issue, this paper first conducts a clustering analysis of various adjustable load characteristics to derive typical electricity consumption curves, and then proposes a differentiated calculation method for the value of multi-time-segment peak shaving. Subsequently, an optimization model for LA scheduling and compensation pricing is established based on the limited peak shaving budget and time-segment peak shaving value. While ensuring the economic benefits of LAs, the model also analyzes the impact of different peak shaving budget allocations on the scale of peak shaving that can be achieved. Finally, case studies demonstrate that, compared to traditional fixed compensation pricing, the proposed pricing method reduces scheduling costs by an average of 16.5%, while significantly improving the overall satisfaction of adjustable users. Full article
(This article belongs to the Special Issue Advances and Optimization of Electric Energy System—2nd Edition)
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<p>Flowchart of optimization scheduling and compensation pricing method for load aggregators based on limited peak shaving fund allocation and time-based peak shaving value.</p>
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<p>Three kinds of adjustable load typical daily electricity curves: (<b>a</b>) daily electricity consumption curve of typical electric vehicle users; (<b>b</b>) typical daily electricity usage curve of reducible users after clustering; (<b>c</b>) typical daily electricity usage curve of shiftable users after clustering.</p>
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<p>Peak shaving demand curve of the park.</p>
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<p>Typical adjustable user participation in market in Scenario S1: (<b>a</b>) power curve of typical electric vehicle users participating in peak shaving market; (<b>b</b>) power curve of typical reducible users participating in peak shaving market.</p>
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<p>Scenario S2 can adjust the user’s participation in the market and pricing: (<b>a</b>) power and pricing curves of typical electric vehicle users participating in the peak shaving market; (<b>b</b>) power and pricing curves of typical reducible users participating in the peak shaving market; (<b>c</b>) power and pricing curves of typical shiftable users participating in the peak shaving market.</p>
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<p>Scenario S3 can adjust the user’s participation in the market and pricing: (<b>a</b>) power and pricing curves of typical electric vehicle users participating in the peak shaving market; (<b>b</b>) power and pricing curves of typical reducible users participating in the peak shaving market; (<b>c</b>) power and pricing curves of typical shiftable users participating in the peak shaving market.</p>
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<p>Scenario S4 can adjust the user’s participation in the market and pricing: (<b>a</b>) power and pricing curves of typical electric vehicle users participating in the peak shaving market; (<b>b</b>) power and pricing curves of typical reducible users participating in the peak shaving market; (<b>c</b>) power and pricing curves of typical shiftable users participating in the peak shaving market.</p>
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<p>Scenario S5 can adjust the user’s participation in the market and pricing: (<b>a</b>) power and pricing curves of typical electric vehicle users participating in the peak shaving market; (<b>b</b>) power and pricing curves of typical reducible users participating in the peak shaving market; (<b>c</b>) power and pricing curves of typical shiftable users participating in the peak shaving market.</p>
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19 pages, 9359 KiB  
Article
Transforming Irrigated Agriculture in Semi-Arid and Dry Subhumid Mediterranean Conditions: A Case of Protected Cucumber Cultivation
by Talal Darwish, Amin Shaban, Ghaleb Faour, Ihab Jomaa, Peter Moubarak and Roula Khadra
Sustainability 2024, 16(22), 10050; https://doi.org/10.3390/su162210050 - 18 Nov 2024
Viewed by 483
Abstract
Pressure from population growth and climate change stress the limited water resources in the Mediterranean region and threaten food security and social stability. Enhancing food production requires the transformation of irrigation systems and enhancement of local capacity for sustainable water and soil management [...] Read more.
Pressure from population growth and climate change stress the limited water resources in the Mediterranean region and threaten food security and social stability. Enhancing food production requires the transformation of irrigation systems and enhancement of local capacity for sustainable water and soil management in irrigated agriculture. The aim of this work is the conversion of traditional irrigation practices, by introducing the practice of optimal irrigation scheduling based on local ET estimation and soil moisture monitoring, and the use of continuous feeding by fertigation to enhance both water and nutrient use efficiency. For this, two trials were established between August and November 2023 in two different pedoclimatic zones (Serein and Sultan Yacoub) of the inner Bekaa Plain of Lebanon, characterized by semi-arid and dry subhumid conditions and different soil types. Greenhouse cucumber was tested to compare the prevailing traditional farmers’ practices with the advanced, technology-based, methods of water management. Results showed a significantly higher amount of water applied by the farmers to the protected cucumber, with a potential for average saving of 105 mm of water applied in each season by improved practices. Water input in the traditional practices revealed potential stress to plants. With more than 20% increase in cucumber yield by the transformed practices, a general trend was observed in the fertilization approach and amounts, resulting in lower nutrient recovery in the farmer’s plots. The science-based practices of water and nutrient management showed higher application and agronomic water use efficiency of full fertigation, exceeding 60%, associated with double and triple higher nitrogen use efficiency, compared to those results obtained by the traditional water and fertilizer application methods. The monitored factors can contribute to severe economic and environmental consequences from nutrient buildup or leaching in the soil–groundwater system in the Mediterranean region. Full article
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<p>Topographic map of the SEALACOM Demo Sites showing the elevation range derived from DEM.</p>
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<p>Rainfall map of the SEALACOM Demo Sites showing the 100-precipitation interval.</p>
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<p>Soil map of the SEALACOM area of study (Source: [<a href="#B25-sustainability-16-10050" class="html-bibr">25</a>]).</p>
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<p>Development of protected agriculture in Central and West Bekaa (Source: [<a href="#B25-sustainability-16-10050" class="html-bibr">25</a>]).</p>
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<p>Serein experimental site coordinates 33°52′35″ and 36°02′57″.</p>
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<p>Sultan Yaqoub Experimental Site Coordinates 33°40′20″ and 35°51′41″.</p>
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<p>(<b>a</b>) Venturi system for full fertigation mode maintains homogeneous nutrient application. (<b>b</b>) Closed tanks do not secure homogeneous nutrient application in time and space.</p>
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<p>Tensiometer to measure soil head potential (soil moisture) and schedule onset of irrigation.</p>
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<p>Water meter to control water application, a practice often ignored by local farmers.</p>
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<p>Protected cucumbers in Serein.</p>
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<p>Protected cucumbers in Sultan Yacoub.</p>
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<p>Science-based water application by SEALACOM project to protected cucumbers during the short fall 2023 season in Serein.</p>
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<p>Water application saving potential in protected cucumbers in Bekaa, Lebanon.</p>
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<p>Measured soil head potential at surface soil layer in late fall protected cucumbers in Central and West Bekaa Plain of Lebanon showing water-stressed plants in farming practice during the early stage of growth.</p>
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<p>Measured soil head potential in subsoil in late fall protected cucumbers in Central and West Bekaa Plain of Lebanon.</p>
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<p>Dynamics of irrigation schedule and amount of water applied to cucumbers, and comparative yield in advanced and farmers’ practices.</p>
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<p>Comparative cumulative yield of protected cucumbers in Serein following farmers’ practices (F G4, F G5, and F G6) and SEALACOM approach (S G1, S G2, and S G3).</p>
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<p>Comparative yield of protected cucumbers in Sultan Yacoub following the farmers’ practices (F) and SEALACOM approach (S).</p>
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25 pages, 10177 KiB  
Article
Forecasting Gate-Front Water Levels Using a Coupled GRU–TCN–Transformer Model and Permutation Entropy Algorithm
by Jiwei Zhao, Taotao He, Luyao Wang and Yaowen Wang
Water 2024, 16(22), 3310; https://doi.org/10.3390/w16223310 - 18 Nov 2024
Viewed by 465
Abstract
Water level forecasting has significant impacts on transportation, agriculture, and flood control measures. Accurate water level values can enhance the safety and efficiency of water conservancy hub operation scheduling, reduce flood risks, and are essential for ensuring sustainable regional development. Addressing the nonlinearity [...] Read more.
Water level forecasting has significant impacts on transportation, agriculture, and flood control measures. Accurate water level values can enhance the safety and efficiency of water conservancy hub operation scheduling, reduce flood risks, and are essential for ensuring sustainable regional development. Addressing the nonlinearity and non-stationarity characteristics of gate-front water level sequences, this paper introduces a gate-front water level forecasting method based on a GRU–TCN–Transformer coupled model and permutation entropy (PE) algorithm. Firstly, an analysis method combining Singular Spectrum Analysis (SSA) and Complete Ensemble Empirical Mode Decomposition with Adaptive Noise (CEEMDAN) is used to separate the original water level data into different frequency modal components. The PE algorithm subsequently divides each modal component into sequences of high and low frequencies. The GRU model is applied to predict the high-frequency sequence part, while the TCN–Transformer combination model is used for the low-frequency sequence part. The forecasting from both models are combined to obtain the final water level forecasting value. Multiple evaluation metrics are used to assess the forecasting performance. The findings indicate that the combined GRU–TCN–Transformer model achieves a Mean Absolute Error (MAE) of 0.0154, a Root Mean Square Error (RMSE) of 0.0205, and a Coefficient of Determination (R2) of 0.8076. These metrics indicate that the model outperforms machine learning Support Vector Machine (SVM) models, GRU models, Transformer models, and TCN–Transformer combination models in forecasting performance. The forecasting results have high credibility. This model provides a new reference for improving the accuracy of gate-front water level forecasting and offers significant insights for water resource management and flood prevention, demonstrating promising application prospects. Full article
(This article belongs to the Topic Water and Energy Monitoring and Their Nexus)
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<p>Structure of the basic GRU unit.</p>
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<p>TCN network modules: (<b>left</b>) cell structure details; (<b>center</b>) residual block 1; (<b>right</b>) residual block 2.</p>
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<p>Transformer model structure.</p>
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<p>TCN–Transformer coupled model structure.</p>
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<p>Architecture of the coupled GRU–TCN–Transformer framework.</p>
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<p>Geographic location map of Mengcheng.</p>
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<p>Schematic diagram of the Mengcheng hub layout.</p>
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<p>Pre-gate level data.</p>
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<p>Mann–Kendall test result chart for upstream water level data.</p>
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<p>SSA decomposition of upstream water level data. (<b>a</b>) fluctuation diagram of IMF2-5 after SSA decomposition of upstream water level data. (<b>b</b>) overall SSA decomposition diagram of upstream water level data.</p>
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<p>SSA decomposition of upstream water level data. (<b>a</b>) fluctuation diagram of IMF2-5 after SSA decomposition of upstream water level data. (<b>b</b>) overall SSA decomposition diagram of upstream water level data.</p>
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<p>CEEMDAN decomposition of upstream water level reconstruction data.</p>
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<p>ACF and PACF plots of upstream water levels.</p>
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<p>Results of entropy calculations for upstream water level alignments.</p>
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<p>Upstream water level GRU–TCN–Transformer coupled model forecasting vs. validation set data.</p>
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<p>Upstream water level forecasting model fits scatter plots.</p>
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<p>Comparison of different model evaluation indicators.</p>
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18 pages, 19571 KiB  
Article
Impacts of Climate Changes on Spatiotemporal Variation of Cotton Water Requirement and Irrigation in Tarim Basin, Central Asia
by Min Xu, Hao Wu and Xiaoping Chen
Plants 2024, 13(22), 3234; https://doi.org/10.3390/plants13223234 - 18 Nov 2024
Viewed by 463
Abstract
Evapotranspiration (ETc), crop water requirement (Dcr), irrigation (IR) and irrigation leaching amount (IRlc) play a critical role in optimizing irrigation scheduling and are also important for hydrological cycle processes and ecological environment [...] Read more.
Evapotranspiration (ETc), crop water requirement (Dcr), irrigation (IR) and irrigation leaching amount (IRlc) play a critical role in optimizing irrigation scheduling and are also important for hydrological cycle processes and ecological environment in arid regions. This research examined the spatiotemporal variability of the ETc, Dcr and IR of cotton using data from 16 meteorological stations in the Tarim basin (TRB) of arid Northwest China during 1961–2017. The results showed that the mean annual ETc of cotton exhibited a significant decreasing trend, with a change rate of 12.965 mm·10 a−1 and 18.357 mm·10 a−1 during 1961–2017 and 1961–1990, respectively. Subsequently, it experienced a substantial increase with a change rate of 16.833 mm·10 a−1 after 1990. The Dcr of cotton followed a decreasing trend at a rate of 15.531 mm·10 a−1 and 21.99 mm·10 a−1 during 1961–2017 and 1961–1990, respectively. The Dcr of cotton provided an increasing trend at a rate of 20.164 mm·10 a−1 during 1991–2017. The IR of cotton followed a decreasing trend at a rate of 19.66 mm·10 a−1 in 1961–2017 and 24.531 mm·10 a−1 in 1961–1990, but an increasing trend at a rate of 14.437 mm·10 a−1 in 1991–2017. The IRlc of cotton decreased by 2.566 mm·10 a−1 and 3.663 mm·10 a−1 during 1961–2017 and 1961–1990, respectively. After 1990, it experienced a substantial increase by 3.331 mm·10 a−1. Wind speed exerted the greatest influence on the variability in Dcr and IR between 1961 and 1990, while shine hour played a more prominent role in explaining the variability in Dcr and precipitation may have played a more significant role in explaining the variability in IR. This study is helpful for the scientific planning for agriculture, water resource allocation and water-saving irrigation in arid regions. Full article
(This article belongs to the Special Issue Agricultural Water Pollution Treatment and Water Use Safety)
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<p>Mann–Kendall abrupt change test of temperature (<b>a</b>) and precipitation (<b>b</b>) in the Tarim basin during 1961–2017.</p>
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<p>Mann–Kendall abrupt change test of temperature (<b>a</b>) and precipitation (<b>b</b>) in the Tarim basin during 1961–2017.</p>
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<p>Variations in mean annual temperature (<b>a</b>) and precipitation (<b>b</b>) in the Tarim basin during 1961–2017.</p>
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<p>Spatial patterns of mean annual temperature (<b>a</b>) and precipitation (<b>b</b>) in the Tarim basin during 1961–2017.</p>
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<p>Variations in evapotranspiration (<b>a</b>) and water requirements (<b>b</b>) of cotton in the Tarim basin during 1961–2017.</p>
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<p>Spatial patterns of evapotranspiration (<b>a</b>) and water requirements (<b>b</b>) of cotton in the Tarim basin during 1961–2017.</p>
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<p>Spatial patterns of evapotranspiration (<b>a</b>) and water requirements (<b>b</b>) of cotton in the Tarim basin during 1961–2017.</p>
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<p>Variations in irrigation water use (<b>a</b>) and the irrigation leaching amount (<b>b</b>) of cotton in the Tarim basin during 1961–2017.</p>
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<p>Spatial patterns of irrigation water use (<b>a</b>) and the irrigation leaching amount (<b>b</b>) in the Tarim basin during 1961–2017.</p>
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<p>Spatial patterns of irrigation water use (<b>a</b>) and the irrigation leaching amount (<b>b</b>) in the Tarim basin during 1961–2017.</p>
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<p>Variations in water profit and loss index of cotton in the Tarim basin during 1961–2017.</p>
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<p>Spatial patterns of water profit and loss index of cotton in the Tarim basin during 1961–2017.</p>
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<p>Relationships between water requirement and meteorological factors. (<b>a</b>), Tmean; (<b>b</b>), <span class="html-italic">Pre</span>; (<b>c</b>), <span class="html-italic">RH</span>; (<b>d</b>), WS; (<b>e</b>), SH.</p>
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<p>Relationships between water requirement and meteorological factors. (<b>a</b>), Tmean; (<b>b</b>), <span class="html-italic">Pre</span>; (<b>c</b>), <span class="html-italic">RH</span>; (<b>d</b>), WS; (<b>e</b>), SH.</p>
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<p>Relationships between irrigation and meteorological factors. (<b>a</b>), Tmean; (<b>b</b>), <span class="html-italic">Pre</span>; (<b>c</b>), <span class="html-italic">RH</span>; (<b>d</b>), WS; (<b>e</b>), SH.</p>
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<p>Variations in <span class="html-italic">Pre</span>/<span class="html-italic">ETo</span> during 1961–2017 in the Tarim basin.</p>
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<p>Relationships between water requirement (<b>a</b>), irrigation (<b>b</b>) and <span class="html-italic">Pre</span>/<span class="html-italic">ETo</span>.</p>
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<p>Location of the Tarim River basin (<b>a</b>) and distributions of glaciers, meteorological stations and rivers in the study area (<b>b</b>).</p>
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<p>Location of the Tarim River basin (<b>a</b>) and distributions of glaciers, meteorological stations and rivers in the study area (<b>b</b>).</p>
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