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Comprehensive review of the development of safety technical standard system for hydropower dams
by HUANG Wei and HAN Rongrong
Abstract83)      PDF (1307KB)(446)      
The safety technical standard system for hydropower dams serves as the safeguard mecha ⁃ nism for dam safety. In this regard, China has established specialized organizational bodies responsible for the planning, development and management of safety standards for hydropower dams. In nearly three decades of progress, standard development has been carried out in key areas such as safety monitoring, safety management and evaluation, safety risk assessment and emergency management, safety informati ⁃ zation and decommissioning management, gradually improving and refining the safety technical standard system for hydropower dams. This paper outlines the development history and achievements of hydro ⁃ power dam safety standards, elaborates future directions and tasks of standardization efforts, and intro ⁃ duces the latest released standards.
2025, 0 (6): 1-.
Review of technological progress, safety monitoring and management system of hydropower dams in China
by DU Dejin, ZHOU Jianbo and WU Wei
Abstract85)      PDF (1521KB)(432)      
The safety of hydropower dams is of significance for the lives and property of people, energy security, and the stability of economy and society. The dam safety monitoring system serves as the eyes and basis for supervising and evaluating dam safety, while routine monitoring and inspections of dam safety are a major task in the operation of hydropower stations. Timely detection of anomaly during dam operation requires not only a reliable dam safety monitoring system but also the practice of standardized and orderly monitoring and supervision. The former relies on technological advancement and progress while the latter depends on the continuous improvement of regulatory framework, technical standards, management concepts, as well as the competence and capabilities of personnel involved.
2025, 0 (6): 7-.
Work summary and practical considerations on online safety monitoring technology for hydropow ⁃ er station dams
by ZHANG Xiuli
Abstract57)      PDF (1159KB)(354)      
Work summary and practical considerations on online safety monitoring technology for hydropow ⁃ er station dams// by ZHANG Xiuli// Dam Safety Monitoring Center of National Energy Administration Abstract: The author summarizes the progress and achievements of the Dam Safety Monitoring Center of National Energy Administration in promoting online monitoring technology development for hydropow ⁃ er dam safety over the past two decades, highlighting that online dam safety management is an essential component of the dam safety lifecycle management system. It is crucial to promote and implement online dam safety management widely. The author emphasizes that the development of online dam safety moni ⁃ toring system should focus on practicality, and proposes four key recommendations of prioritizing practi ⁃ cality, emphasizing research on monitoring schemes and indicators, ensuring meticulous and accurate processing of routine dam safety monitoring data and inspection results, and paying close attention to the planning, design and oversight of online monitoring platform development.
2025, 0 (6): 20-.
Review of intelligent monitoring technologies for operation safety of hydropower dams
by DU De- jin, GONG Shilin, SUN Futing and YU Zhanhai
Abstract102)      PDF (1236KB)(323)      
At present, the intelligent and smart safety management for hydropower dams in China is still at an early stage. Numerous institutions in the industry have carried out extensive explorations in intelli ⁃ gent operation and maintenance of hydropower dams, leading to the preliminary formation of an intelli ⁃ gent technical system for dam safety operation. This paper systematically analyzed the current status and practical demands of intelligent construction for hydropower dam operation safety. By examining the ap ⁃ plication of statistical models, neural networks, deep learning, knowledge graphs and AI large models, this study reviewed and discussed recent advances and future prospects in intelligence research of hy ⁃ dropower dams from the perspectives of intelligent information sensing, data-driven analysis, structural health diagnosis and intelligent decision support, aiming to provide some insights and reference ideas for smart dam development in future.
2025, 0 (6): 11-.
Analysis of flood control safety status and risks for pumped storage power station dams
ZHANG Fengshan, LIU Beibei and LIN Zhi
Abstract139)      PDF (3609KB)(122)      
In recent years, frequent extreme rainfall events have posed growing threats to the flood control safety of dams. Pumped storage dams are typically located in the upper reaches of mountainous rivers or narrow valleys, featuring small reservoir capacities and limited catchment areas. These conditions often lead to rapid flood rise and recession, while the lack of measured hydrological data increases the sensitivity of design flood estimates to extreme precipitation. Focusing on registered and recorded pumped storage dams, this study analyzes their current flood control safety status. Based on these analyses, and considering the operational characteristics of different pumped storage station types, the flood control safety risks and challenges are categorized and summarized, providing references for conducting flood control risk assessments, evaluating dam safety, and improving specialized emergency response plans for pumped storage dams. 
2026, 0 (1): 1-.
Investigation and analysis on measured stress in the heel of super high arch dams
by ZENG Chao
Abstract72)      PDF (1726KB)(107)      
The measured stress in the heel of arch dam is an important basis for evaluating the stress state during operation, which is usually monitored by compressive stress gauges and strain gauges. This paper investigates the measured stress in the heel of super high arch dams in China and summarizes the measured stress level and its variation laws during operation. The results indicate that the measured val ⁃ ues of vertical compressive stress in the heel of super high arch dams during operation is large, which differs greatly from the design calculation values, while both of them are affected by the upstream water pressure in the same way. After analysis, the main reasons for the difference between measured values and design calculation values are the difference between assumed and actual conditions, the different monitoring and calculation sites, the error in measured stress calculation and obvious stress on stress- free gauges. Moreover, in the cracked state of dam heel, the compressive stress gauges and the strain gauges both have limitation in monitoring the dam heel stress and cannot truly reflect the tensile stress. It is recommended that the monitoring results such as deformation of dam heel, seepage pressure of dam foundation, leakage volume and measured stress should be analyzed comprehensively when evaluating the operational status of the arch dam heel.
2025, 0 (6): 63-.
Exploration and practice of compilation of the core content of safety operation and regulation for large reservoirs
ZHANG Dongliang and ZHAO Zheming
Abstract116)      PDF (3138KB)(97)      
Reservoir safety operation regulations serve as critical technical documents for standardizing regulation practices, ensuring the safe and stable operation of reservoir, and maximizing the comprehensive benefits. Currently, with changes in hydrological conditions within river basins, reforms in management system, and heightened ecological conservation demands, traditional regulations are increasingly showing limitations in adaptability, such as inefficient multi-stakeholder coordination and delayed emergency response procedures. Aiming at this, taking the compilation of regulation guidelines for Dahuofang reservoir in Liaoning province as a case study, this paper explains the background and basis for compilation of regulation guidelines for large-scale reservoirs, systematically outlines the core content of the guidelines, and constructs a scientific framework covering multi-objective regulation, characteristic parameter adaptation, management mechanisms, and division of rights and responsibilities. As well, the key relationships that require balancing during the compilation process are analyzed, such as flood control versus water utilization, water supply versus ecological needs, and the demands of different users. At the same time, based on the actual situation of the management system reform and functional expansion of Dahuofang reservoir, this paper explores challenges and optimization directions for modern regulation development—such as dynamic adjustments and refined scheduling—providing theoretical support and practical references for standardizing and dynamically optimizing similar large reservoir regulations, and contributing to achieving the integrated regulation objectives of "safety and controllability, optimal benefits, and ecological friendliness."
2026, 0 (1): 12-.
Applications of intelligent text generation technology in dam safety supervision
by CHEN Keng and GONG Shilin
Abstract53)      PDF (1116KB)(89)      
With the continuous increase in the number of operating hydropower dams in China, dam safe⁃ ty supervision is facing new situations and challenges. There is a growing need to apply intelligent tech ⁃ nologies to enhance the efficiency of supervision and ensure work quality. This paper discusses the appli ⁃ cation scenarios of intelligent technologies in dam safety supervision, particularly the function of genera ⁃ tive artificial intelligence represented by large model in automatic report generation, which provides a powerful tool for improving the efficiency of daily supervision tasks. This paper elaborates on the techni ⁃ cal principles and typical application examples, and puts forward new applications and directions for fur ⁃ ther enhancing the quality and efficiency of dam safety supervision with the development of technologies.
2025, 0 (6): 23-.
Concept and method of full process monitoring of operational behavior of hydropower dams
SUN Futing and ZHOU Jianbo
Abstract69)      PDF (1552KB)(80)      
Aiming at issues in operational behavior monitoring of large hydropower dams, the full process monitoring concept and methodology are developed based on case analysis and theoretical analysis. Firstly, by review of dam failure cases and damage theories, the macroscopic responses of dams during the initiation and development of structural anomalies are analyzed, revealing the evolution patterns of operational behavior throughout the entire dam failure process. On this basis, by integrating pattern monitoring with operational status monitoring, the full process monitoring concept is established, with precise characterization of the full-process anomaly features as its core. Finally, a monitoring indicator system comprising change patterns and features monitoring thresholds is constructed, and a state equation for dam operational behavior monitoring is proposed, along with a three-level early warning rule system. Case analysis demonstrates that the monitoring and early warning method based on the full process monitoring concept can accurately identify the anomalous stages of dam operation, with warning points occurring earlier compared to traditional methods, thereby effectively enhancing the risk prevention, control, and emergency response capabilities of large hydropower dams in operation.
2026, 0 (3): 1-.
Study on deformation characteristics and comprehensive treatment scheme of giant creepy accumulation slope of Baihetan hydropower station
LAI Daoping, XU Jianrong, PENG Yu, PENG Qingtao
Abstract74)      PDF (2717KB)(76)      
The Xiahongyan accumulation slope is located at the right valley shoulder of the dam site of Baihetan hydropower station, which is giant and creepy. It exerts great impact on the safety of the project. North-south longitudinal length of the accumulation slope is about 1 800 m, and east-west transverse width is 115~740 m. Its volume is about 18 million m 3, with a plane area of about 0.82 km 2
and an average thickness of about 22 m. The deformation monitoring and surface fracture investigation show that Xiahongyan accumulation slope is in a state of creep and its deformation direction and degree are zoned. Combined with the zoned characteristics of deformation, different sections are selected to analyze the slope stability. Then, a comprehensive treatment scheme of "berming with spoil, anti-slip pile and local slope anchorage" is proposed. The monitoring results show that the treatment measures have achieved the expected results, providing reference for design and research of similar projects.
2026, 0 (1): 33-.
Integrated multi- source seepage detection technology for CFRDs and its applications
TIAN Jinzhang, CHEN Fangzhen, ZHOU Zheng, TIAN Jianlin and ZHA Zhicheng
Abstract83)      PDF (2601KB)(75)      
During the operation of concrete face rockfill dams, seepage caused by factors such as uncoordinated deformation of dam body and material aging may seriously threaten the dam safety. Traditional detection methods such as diver inspection and single geophysical technique detection are limited by their restricted coverage and low reliability, making them inadequate for precise detection in complex underwater environments. This paper proposes a detection system centered on the integration of "acoustic-optical-electrical" multiple technologies. a complete detection technology chain of "monitoring and analysis- wide- area survey- local detailed investigation- precise verification" is constructed. Furthermore, taking a concrete face rockfill dam in Southeast Asia as an example, the applicability and reliability of this technology are verified.
2026, 0 (1): 55-.
Analysis of the current status and reinforcement measures for Nanchong reservoir in Luoding city, Guangdong province#br#
YAN Hu
Abstract67)      PDF (2286KB)(75)      
Taking Nanchong reservoir in Luoding city, Guangdong province as the subject of study, by investigation and analysis, the defects and potential hazards within the reservoir are revealed. Based on these findings, targeted hazard mitigation and reinforcement measures are implemented. Moreover, the reinforcement effectiveness is evaluated, providing reference for similar projects.
2026, 0 (1): 73-.
Study on classification standards and methods for cracks in concrete dams
WU Wei, SUN Futing and XU Lei
Abstract49)      PDF (2909KB)(75)      
Concrete cracks are common in concrete dams, and their classification results directly affect safety assessment and treatment decisions. To address the limitations of traditional crack classification methods, which rely heavily on expert experience and have strong subjectivity, this paper proposes a machine learning-based crack classification method. First, combining engineering practice experience with specification requirements, a classification standard system is constructed, which includes crack location, length, width, depth, and development trend. Then, the BP neural network model is adopted. By training with sample data, automatic crack classification is realized, and the accuracy and reliability of the model are verified. The study results show that the accuracy of the proposed method on the test set can reach 80%, and it is highly consistent with expert rating results, providing a fast, accurate, and efficient technical means for concrete crack classification.
2026, 0 (3): 7-.
Robot for above-water and underwater inspection of concrete panel and its engineering applications#br#
NIU Enkuan, SUN Wei and XU Yuhang
Abstract61)      PDF (1438KB)(74)      
A cable-guided multifunctional robot is developed for above-water and underwater inspection of concrete panel. This robot employs a tracked chassis structure equipped with multiple detection sensors including video, sonar, and ultrasonic devices. First, a sonar survey is conducted on the panel surface to identify areas with suspected defects. Following cleaning, imaging observations are performed on the defect surfaces, and an impact echo tester is used for detailed inspection of internal defects. Finally, intelligent methods are employed to classify and locate the defects. This robot has been successfully applied at a pumped-storage power station which verified its accuracy and effectiveness.
2026, 0 (1): 64-.
Research on the application of digital twin technology in the safe operation of Zaoshi water conservancy project#br#
ZHANG Jiade, LIU Maosheng, LI Kun, FANG Haowen and NIU Guangli
Abstract73)      PDF (2049KB)(72)      
Focusing on the safety operation requirements of Zaoshi water conservancy project, based on the overall digital twin architecture, the intelligent analysis and early warning application for engineering safety was constructed, and functional modules such as data collection and management, data compilation and analysis, four pre- planning for project safety, operation and maintenance management, and digital twin display were realized, which can effectively improve the online monitoring capability and emergency response level. At present, the application of intelligent analysis and early warning for engineering safety has been successfully applied to Zaoshi water conservancy project, which plays an important role in flood control of the reservoir and the safe operation of dam, and can provide reference for application construction for similar projects.
2025, 0 (5): 23-.
Study of dynamic control method of reservoir water level during flood season based on fuzzy proportional integral derivative PID
ZHUANG Xiaohong and LI Zhen
Abstract65)      PDF (3154KB)(66)      
Fixed flood control water level is mostly adopted in traditional reservoir scheduling method, which to some extent limits the reservoir′s storage capacity during the flood season and affects the reservoir′s profitability. Therefore, this paper studies and proposes a flood season reservoir water level dynamic control method based on fuzzy proportional integral derivative PID. This method applies GNSS-IR
technology to monitor the reservoir water level in real time, calculates the difference between the water level and the safe water level and its change rate, and uses the difference and change rate as input to calibrate the three parameters of PID using fuzzy logic method. The calibrated PID is used to calculate the water level control quantity and monitor reservoir water level fluctuations during the flood season, guiding scientific water storage, ensuring safe dam operation, and achieving dynamic flood season water level control. Study findings indicate that the proposed control method achieves a balanced equilibrium between reservoir water storage for beneficial purposes and flood control safety, thereby maintaining relatively stable reservoir water levels. Additionally, this method exhibits a lower coefficient of variation, demonstrating its greater effectiveness in reducing fluctuations during the control process, resulting in smoother water level regulation.
2026, 0 (1): 6-.
Analysis of issues in township- managed reservoir operation management and the countermeasures
WANG Jianjun
Abstract60)      PDF (3365KB)(65)      
Taking township- managed reservoirs in Yuanping city as the research subject, this paper sorts out the key problems such as prominent engineering hazards, weak inspection mechanism, fragmented responsibility systems, slow emergency response and insufficient informatization level. Accordingly, a five-pronged operational management system is innovatively proposed: digital twin engineering, closed-loop inspection forms, refined responsibility grids, standardized emergency drills, and institutionalized performance incentives. Practice has proved that this system can effectively enhance the scientific and intelligent management of reservoirs under township-level administration, possessing strong potential for broader implementation.
2026, 0 (1): 17-.
 Causes analysis and treatment suggestions for erosion of flood discharge and energy dissipation structures of a hydropower station#br#
GUO Yurong and DUAN Limin
Abstract70)      PDF (1568KB)(64)      
Underwater inspection of a certain hydropower station revealed that the concrete of the second phase of the spillway gate slot, the concrete of the stilling pool, the foundation of the retaining tank and the downstream guide wall had suffered erosion damage. The reasons for the erosion of flood discharge and energy dissipation structures were analyzed from the perspectives of inflow conditions over the years, the hydraulic design of flood discharge and energy dissipation facilities, the construction quality of the stilling pool, and the opening and closing procedures of the gates. On this basis, engineering measures such as optimizing the shape of the energy dissipation pool and promptly repairing the damaged parts were proposed. In addition, management measures such as conducting flow state observation and recording during flood discharge, refining the gate opening and closing procedures, regularly carrying out underwater inspections, and promptly eliminating defects were proposed.
2025, 0 (5): 28-.
Practice of "cluster control, unattended operation, and ON-CALL comprehensive emergency response" operation management mode in pumped storage power stations
LIU Haiyang, WANG Bin, XIONG Zhao and LIU Chunlin
Abstract74)      PDF (3316KB)(58)      
Traditional operation modes are not well-suited for the efficient operation of pumped storage power stations under the new power system. Aiming at this issue, an innovative operation mode, namely "cluster control, unattended operation, and ON-CALL comprehensive emergency response" mode is proposed. By optimizing cluster control duty, implementing the ON-CALL comprehensive emergency management mechanism, strengthening the skill training of operation personnel, enhancing equipment reliability, and empowering production and maintenance with technology, this mode has been applied to the pumped storage power stations under Operation Branch of China Southern Power Grid Peak Regulation and Frequency Modulation Generation Co., Ltd. The results show that this mode has achieved significant effects in improving the level of safe production, optimizing the efficiency of human resource allocation, and enhancing personnel capabilities. It has effectively promoted the intensive and professional development of the operation mode of pumped storage power stations and provided a new solution and practical example for the industry.
2026, 0 (1): 27-.
Study on integration method of dam safety instrument monitoring and patrol inspection
YUAN Jin, MAO Yanpian, QI Zhiyong, XU Bo, MOU You, DU Xuhuang, WU Wei and GAO Zhixin
Abstract46)      PDF (1588KB)(58)      
To address the issues of data separation and insufficient correlation between instrument moni_ toring and manual patrol inspection in the operational safety assessment of hydropower dams, a integra_ tion method for dam safety monitoring based on knowledge graph and fuzzy comprehensive evaluation is proposed. Firstly, by studying the correlation characteristics of instrument monitoring and patrol inspec_ tion on spatial distribution and structural mechanisms, and relying on graph databases, a knowledge graph integrating instrument monitoring and patrol inspection is constructed to solve the problem of cor_ relation positioning between monitoring data and patrol inspection defects. On this basis, a fuzzy compre_ hensive evaluation method considering spatial and logical correlations is established to realize layer-by- layer fusion from local to overall structural levels, improving the accuracy of dam safety status evalua_ tion. Finally, a project in Yunnan province is taken as a case to verify the feasibility of the proposed method. The results show that this method makes full use of the advantages of knowledge graph in infor_ mation fusion and brain-like reasoning, integrates "monitoring items, abnormal phenomena and patrol inspected defects" into a complete evidence chain, which comprehensively considers the spatial distribu_ tion and structural mechanism correlation characteristics to realize the fusion of instrument monitoring and patrol inspection, effectively improving the accuracy of dam safety status evaluation.
2026, 0 (2): 32-.