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Review of intelligent monitoring technologies for operation safety of hydropower dams
by DU De- jin, GONG Shilin, SUN Futing and YU Zhanhai
Abstract55)      PDF (1236KB)(157)      
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-.
The 3D collaborative design for pumped storage power stations with BIM
LIU Lixiang, CAO Kejie and ZHAO Hanqiao
Abstract129)      PDF (2412KB)(145)      
The design task of pumped storage project is heavy, the time is limited, and there are many disciplines involved. Therefore, traditional design methods are unable to satisfy the current situation and requirements. Using BIM technology, through meticulous application planning, the collaborative design is carried out, covering surveying, civil engineering, mechanical and electrical engineering, and other re - lated disciplines. It can significantly improve the rationality of design schemes, enhance the accuracy and quality of design results, increase the diversity of results, liberate the productivity of designers, and provide a solid foundation for the application of digital twin pumped storage power stations. This study briefly describes the way to choose a suitable 3D digital collaborative design solution for pumped storage power stations and carry out 3D digital design, as well as the value and advantages of 3D digital technol- ogy in the design stage of pumped storage power stations.
2025, 0 (4): 29-33.
Safety evaluation and analysis of the shallow buried section of headrace tunnel in Huizhou pumped storage power station
JIN Miao, ZHU Xi, LUO Xuening, SU Hang and LIU Xijun
Abstract64)      PDF (1865KB)(111)      
With the rapid development of pumped storage power stations, high-head hydraulic tunnels have continued to increase, and the operation safety of headrace tunnels has attracted more and more at- tention. Taking the shallow buried section of headrace tunnel in Huizhou pumped storage power station as an example, the main considerations for safety evaluation of shallow buried tunnel are explained re- spectively. The results show that although the shallow buried section of headrace tunnel has problems of broken surrounding rock and slightly insufficient thickness of overlying rock, the minimum principal stress and seepage stability at each control point can meet the requirements, and measures such as en- hanced consolidation grouting have been taken for the surrounding rock during construction process. Therefore, its safety can be guaranteed at present.
2025, 0 (4): 12-14,33.
Scenario-based dynamic evolution model for dam operation emergencies
LIN Zhi and GUO Yurong
Abstract79)      PDF (1433KB)(103)      
Starting from the characteristics of emergencies and the requirements for emergency decisionmaking, this study treats dam operation emergencies as a continuous dynamic evolution process, propos⁃ es a scenario quintuple description method for dam operation emergencies, and constructs a Bayesian network model based on the evolution phases of target nodes. This model is applied to scenario develop⁃ ment where flood impacts dam operation safety. The approach reveals the intrinsic patterns and evolu⁃ tionary logic of emergencies, thereby enhancing the scientific rigor and operational feasibility of emer⁃ gency measures.
2025, 0 (4): 1-7.
Review of technological progress, safety monitoring and management system of hydropower dams in China
by DU Dejin, ZHOU Jianbo and WU Wei
Abstract39)      PDF (1521KB)(100)      
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-.
Analysis of accidents of tailings dams at home and abroad and the cause reasons
YU Xun
Abstract81)      PDF (1545KB)(99)      
In recent years, several disastrous tailings dam accidents have occurred at home and abroad, caused huge losses to the lives, property and environment downstream. A brief analysis of these typical accidents is conducted to summarize the cause reasons of the dam failure, with the aim of serving as a warning to industry insiders.
2025, 0 (4): 8-11.
Comprehensive review of the development of safety technical standard system for hydropower dams
by HUANG Wei and HAN Rongrong
Abstract42)      PDF (1307KB)(79)      
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-.
Dynamic analysis of high arch dams considering transverse joint nonlinearity under strong seismic action
JIANG Chenfang, MA Yonglei, ZHAO Yuntian, WANG Yan and BIAN Wenpeng
Abstract54)      PDF (2772KB)(72)      
The opening and closing of transverse joints under strong seismic action have a significant im- pact on the dynamic response of arch dams, which is a key concern in the design of high arch dams. Us- ing the finite element time-history analysis method, taking into account of factors such as the opening of transverse joints in arch dams and the infinite foundation radiation damping, the calculation and simula- tion are conducted based on various working conditions composed of factors including normal reservoir water level and dead water level, design temperature rise and design temperature drop, and seismic loads under site-specific spectra. The analysis results show that the transverse joints in the concrete arch dam undergo repeating opening and closing during seismic response, with a relatively large opening occurring at a certain instant. However, the joint waterstop is not pulled apart. The arch stress of dam body is partially relieved, and the overall high-stress distribution of dam meets the allowable conditions, ensuring the overall stability of dam body after the earthquake.
2025, 0 (4): 15-22.
 Dynamic feedback design and stability control of high rock slope excavation in hydropower engi- neering
by ZHOU Yong, YIN Liang, CHU Weijiang, WEI Haining and PAN Bing
Abstract32)      PDF (2686KB)(69)      
Under the new situation of hydropower development, Yangfanggou hydropower station is the first large hydropower project under the EPC contract mode in China. During construction of the dam site slope, due to the characteristics of complex geological conditions, high and steep slope, huge scale and tight construction period, it was urgent to systematically carry out research on the key technologies of dynamic feedback design and stability control of high rock slope excavation. Relying on the integrated and efficient management mode and the mutual trust mechanism of this project, an interconnected man- agement system that deeply integrates design, construction and digitization was proposed, and a techni- cal team and innovation platform that closely integrate construction, design, geology, monitoring, scientif- ic research and information were established, which provided an important guarantee system for the sci- entific, safe and efficient construction of slope. Through systematic research and development of com- plete sets of complex technical problems in engineering, a method system of dynamic feedback analysis and decision optimization for large-scale complex high rock slope during construction period was estab- lished, which guaranteed the engineering safety and stability of the 300 m high rock slope in this mil- lion-kilowatt hydropower station. The relevant technical methods and research results have been summa- rized and refined to form a practical standardized method, which has the value of popularization and ap- plication.
2025, 0 (4): 61-69.
Research on seepage estimation of concrete face rockfill dams based on artificial neural network
CHU Hanxiao and ZHANG Chao
Abstract57)      PDF (1508KB)(65)      
Limited by construction conditions, some concrete face rockfill dams have not built down- stream weirs, and only a certain number of osmometers are arranged, which can not reflect the dam seep- age situation through the leakage volume. Due to the complexity of seepage control of concrete face rock - fill dams, it is difficult to obtain the relationship between seepage pressure and seepage volume behind the concrete face by analytical method. In this study, the artificial neural network method is used to es- tablish the relationship model between seepage pressure and seepage volume of the CFRD based on its nonlinear mapping ability, and the measured values are used to verify it. The results by the leakage esti- mation method based on the training samples obtained from the three-dimensional finite element seep- age model are close to the measured results, which can provide a new way for leakage estimation of earth rock dams limited by geological conditions.
2025, 0 (4): 34-38.
Exploration and practice of compilation of the core content of safety operation and regulation for large reservoirs
ZHANG Dongliang and ZHAO Zheming
Abstract38)      PDF (3138KB)(57)      
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
Abstract30)      PDF (1116KB)(54)      
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-.
Calculation of head loss of practical weir in spillway considering the influence of turbulent boundary layer
CAI Yongping, CAI Yongbin, CAI Xiaohong and LIU Xiaomao
Abstract39)      PDF (1181KB)(52)      
The practical weir is common discharge control structure of spillway, and its head loss is an important parameter for calculating the spillway discharge capacity and the water surface line, as well as for the design of energy dissipator. The empirical formula for calculating head loss recommended by cur ⁃ rent specifications has low accuracy. Therefore, using the hydraulic boundary layer theory to derive the calculation formula of head loss of practical weir in spillway is of practical significance.
2025, 0 (4): 39-42,74.
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
Abstract37)      PDF (2049KB)(51)      
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-.
Work summary and practical considerations on online safety monitoring technology for hydropow ⁃ er station dams
by ZHANG Xiuli
Abstract30)      PDF (1159KB)(51)      
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-.
 Causes analysis and treatment suggestions for erosion of flood discharge and energy dissipation structures of a hydropower station#br#
GUO Yurong and DUAN Limin
Abstract41)      PDF (1568KB)(47)      
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-.
Analysis of flood control safety status and risks for pumped storage power station dams
ZHANG Fengshan, LIU Beibei and LIN Zhi
Abstract43)      PDF (3609KB)(46)      
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
Abstract39)      PDF (1726KB)(45)      
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-.
Anti-sliding stability analysis of gravity dams based on rigid body equilibrium and discrete element strength reduction
LI Fuzhong and XIN Zhenke
Abstract37)      PDF (2222KB)(42)      
The anti-sliding stability analysis of gravity dams is one of the key issues in the safety design of dam engineering. Taking Jiaokou river reservoir as an example, based on actual engineering geologi- cal conditions and dam structure, the contact surface between concrete gravity dam and bedrock is deter- mined to be the anti-sliding stability control surface. The anti-sliding stability of the gravity dam foun - dation is systematically analyzed by two methods-theoretical formula calculation and discrete element numerical simulation, and the shear stability safety coefficient and the discrete element displacement contour with different strength reduction coefficients are calculated. The results show that the dam foun- dation is stable under all design conditions. The consistency between the calculated results based on specifications and the numerical simulation results is good. Further suggestions are put forward to strengthen the dam foundation surface treatment and arrange waterproof and seepage prevention facili- ties, which can be technical reference for similar projects.
2025, 0 (4): 23-28.
Application  of underwater  engineering  technology  in  the  continued  construction  of  Huanggou pumped storage power station
by GE Lei, ZHU Difa, ZHANG Guohui, WANG Jianan, WANG Zigeng and LU Xiangda
Abstract18)      PDF (1365KB)(41)      
The lower reservoir of Huanggou pumped storage power station is the existing Lianhua reser- voir. The inlet/outlet structure of the lower reservoir constructed in early stage has been submerged. The continued project is the first domestic hydraulic structure that adopts underwater construction technolo- gy. A camera system for turbid water is developed during construction, and construction tech such as un- derwater formwork positioning and installation, underwater welding of steel bars and underwater concret- ing by placing machine are used. A underwater sealing device for gate well is designed to achieve dry construction for embedded parts and the phase Ⅱ concrete.
2025, 0 (4): 70-74.