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Analysis of deformation characteristics of Wangjiashan landslide in Baihetan reservoir area before impoundment based on SBAS- InSAR
CUI Zhenhua, YANG Jianyuan, DUN Jiawei, YAO Yu'ang and CHEN Tingxuan
Abstract45)      PDF (4186KB)(99)      
The time series deformation characteristics of Wangjiashan landslide in Baihetan reservoir area before impoundment are studied by using Sentinel- 1ASAR dataset and SBAS- InSAR technology. The results show that Wangjiashan landslide has been in an initial deformation state in the past four years, with deformation occurring first in the middle part and then expanding to the front edge and back edge.Through joint analysis with historical rainfall data, it is found that Wangjiashan landslide is highly sensitive to rainfall, and the deformation is not only significantly correlated with cumulative rainfall, but also influenced by concentrated heavy rainfall. Therefore, a monitoring and early warning system should be established during impoundment period to provide early warning of geological disasters and reduce casualties and property losses. The time series deformation results of Wangjiashan landslide demonstrate the potential application of InSAR technology in landslide detection, which provides new ideas and references for landslide spatiotemporal evolution, causal analysis, as well as disaster prevention and reduction.
2023, 0 (5): 8-14.
 Logic of graded warning for dams under the condition of earthquake and its implementation
LYU Gaofeng, HUANG Chengjia, ZHENG Shuqian, LIU Xili and LUO Dongxu
Abstract162)      PDF (1557KB)(96)      
Earthquakes, especially strong earthquakes, may easily cause dam accidents. The actual damage of the dam is determined by the earthquake intensity, which is related to the earthquake magnitude, hypocenter depth, geological structure and the distance between the dam and the hypocenter. To realize the graded warning for dams under the condition of earthquake, it is necessary to use the statistical model to quickly calculate the earthquake magnitude at the dam site and compare it with the design standard. By computer programming, the above-mentioned functions can be realized, which can quickly locate the dam that may be damaged by the earthquake and realize rapid early warning for the dam.
2023, 0 (6): 1-.
 Reservoir dam safety operation management from the perspective of engineering ethics
XU Yunqian, YUAN Mingdao, BAO Tengfei, SHI Yongsheng and ZHANG Xuhui
Abstract67)      PDF (2850KB)(94)      
Combined with the operation management of reservoir dams, this paper first analyses the main contents of current research on engineering ethics in the field of hydraulic engineering. And then, based on social and natural dimensions, from the aspects of reservoir resettlement, reservoir degradation and decommision, public education, reservoir big data, reservoir management scope, reservoir aquaculture, biodiversity of reservoir area, etc., this paper discusses how engineers should correctly handle the interpersonal relationship as well as the relationship between mankind and nature in accordance with the code of engineering ethics.
2023, 0 (6): 4-.
Research and application of automatic monitoring system to valley amplitude and chord monitoring in arch dam with high altitude and large temperature difference
KONG Weizheng, YANG Zongming, LEI Mengjia, XIAO Yazi and LI Zhifu
Abstract41)      PDF (2186KB)(82)      
Valley amplitude and chord deformation monitoring is an important means of dam safety monitoring. In view of the current situation of valley amplitude and chord monitoring, combined with the particularity of application scenarios with high altitude and large temperature difference, a full-automatic and all-weather valley amplitude and chord monitoring system is developed by integrating laser ranging and Internet of Things. It has been applied to the Longyangxia and Lijiaxia dams in the upper reaches of Yellow River. At the same time, the main influencing factors of laser ranging accuracy are analyzed based on the monitoring data, and the calculation method of laser distance influenced by air temperature and pressure is established. Through observation data and system stability calculation, the stability and adaptability of the system are verified.
2023, 0 (5): 15-21.
Total Contents of 2023
Abstract41)      PDF (1513KB)(78)      
2023, 0 (6): 69-.
Pressure hydraulic jump in the culvert pipe under the dam with gate at water inlet and its hydraulic calculation
CAI Yongfeng, CAI Yongping and CAI Xiaohong
Abstract49)      PDF (1127KB)(77)      
The hydraulic conditions for pressure hydraulic jump in the circular culvert pipe under the dam with gate are explored. The calculation method for the position of pressure hydraulic jump in the culvert pipe is proposed, and the corresponding formula for calculating the outlet water depth of culvert pipe is derived, and the specific calculation steps are provided with an example.
2023, 0 (5): 1-3,14.
 Discussion on the differences of sensor′s verification and test by comparing hydropower and hydraulic specifications#br#
ZHOU Ming and YANG Dongsheng
Abstract51)      PDF (1903KB)(76)      
This paper mainly discusses the similarities and differences about verification and test of static performance parameters such as non-linearity, hysteresis and repeatability of the sensor specified by SL 530—2012 Specifications for verification and test of dam safety monitoring instruments and DL/T 5178—2016 Technical specification for concrete dam safety monitoring. Moreover, the test results of a certain sensor according to those two specifications are presented.
2023, 0 (6): 35-.
Analysis of abnormal horizontal displacement of an arched concrete dam
YU Chenggang and ZENG Chao
Abstract32)      PDF (2935KB)(70)      
From the perspective of geological conditions, dam foundation uplift pressure, dam body temperature field and operation conditions, comprehensive analysis of the causes of abnormal horizontal displacement of an arch dam is carried out. It is concluded that the abnormal radial horizontal displacement is mainly caused by the unfavorable working conditions, including the water level surge in low temperature season as well as water level rise during sudden drop of temperature. Furthermore, the measured radial displacement does not exceed the designed calculation results, which may provide optimization recommendations for daily operations.
2023, 0 (6): 57-.
Association analysis of dam safety monitoring data based on data mining
HU Chao, LI Cheng, ZHENG Huakang, LI Bo and MA Kun
Abstract55)      PDF (1317KB)(69)      
The association between monitoring data is complex and often implicit. This paper extends the association rule to dam safety monitoring, introduces the association rule mining algorithm and measurement indicators of the effectiveness of association rules, and uses the association rule algorithm to analyze the association between single instrument data and environmental data, as well as between multi-instrument data and multi-environmental data. The results show that the association rule analysis is simple and easy to understand, and can help to discover potential and valuable information for dam safety monitoring.
2023, 0 (5): 43-47.
Application of data analysis model based on big data theory in the safety monitoring platform for small and medium-sized reservoirs in Xinjiang#br#
ZHOU Fuqiang, WU Yan, Meiliguli, WANG Qiankun and XU Sichen
Abstract41)      PDF (3792KB)(68)      
At present, the cloud service platform for safety monitoring of small and medium-sized reservoirs in Xinjiang has been built, and the monitoring data from various regions have been collected to the cloud platform, which has gradually resulted in a large amount of safety monitoring data and has the basic characteristics of big data. With the rapid development of the Internet of Things, artificial intelligence, machine learning algorithms and other technologies, smart reservoirs have gradually become the development goal under the current situation. This paper mainly introduces how the data analysis model based on big data theory is applied to the safety monitoring platform of small and medium-sized reservoirs in Xinjiang, and the results show that the data analysis model based on big data theory has a good application result, which verifies the usability of big data theory in safety monitoring and the reliability of big data analysis model, as well as provides reference for monitoring data analysis of small and medium-sized reservoirs.
2023, 0 (6): 39-.
Research on the status quo and standardization of safety signs for hydropower projects in China
YUAN Dongcheng, ZHANG Xiaoguang and PAN Jian
Abstract52)      PDF (1060KB)(65)      
Due to the lack of industry standards and the low revision frequency of national standards, the set of safety signs for hydropower projects in China is not standardized. By survey of current situation of safety signs for hydropower projects, the existing problems are summarized and the cause reasons are analyzed. Combined with the engineering practice, suggestions for standardization of safety signs are proposed, for reference.
2023, 0 (5): 4-7.
Successful early warning of the 620 m high slope collapse on the right bank of Hongshiyan barrier lake in Ludian County of Yunnan
LI Zhijing, GENG Yijun, ZHANG Qingliang and ZHU Yang
Abstract38)      PDF (1406KB)(64)      
By analysis of the process lines of crack opening and the displacement of dangerous rock mass on the top of the high slope on the right bank of Hongshiyan barrier lake in Ludian County of Yannan, the result shows that the slope is unstable since monitoring began. The successful prediction and warning of the large-scale slope collapse provides a useful reference for monitoring similar high slope
formed after earthquakes.
2023, 0 (5): 26-28.
 Investigation and analysis of characteristics of units capacity upgrading and renovation of large and medium-sized hydropower stations in China#br#
CHEN Rongbo, PANG Shusen and HAN Lingli
Abstract30)      PDF (2777KB)(64)      
Among large and medium-sized hydropower stations in China, some of the older hydropower units that have been in operation for a long time have experienced a decline in performance and an increase in failure rates. It is of significance to take necessary technical measures to increase the capacity of the old units. Therefore, investigations and studies on the issue of hydropower unit capacity upgrading and renovation are carried out. Based on the survey, the existing problems and difficulties in the current implementation of hydropower unit capacity upgrading and renovation are analyzed and summarized, and suggestions are given for reference.
2023, 0 (6): 9-.
 Research on the transformation of high-speed air-release valve in tailgate chamber of pumped storage power station#br#
ZHU Shuqing, YUAN Liangliang, HU Kai and CHEN Jifeng
Abstract60)      PDF (2860KB)(63)      
To eliminate the malfunction of the air-release valve in the gate chamber not being able to close or close early when filling the tail water unit section of Changlongshan pumped storage power station, this article briefly analyzes the structure and weight of the floating bucket, as well as calculates the release area and the average release speed of key parts in the valve. By doing so, a transformation method is proposed under existing conditions, which is to increase the diameter of the floating bucket and release hole, and cancel the floating bucket counterweight. After multiple on-site tests, the optimized parameters of the air-release valve have been obtained. Since then, the water filling and air release process of the tailrace gate chamber have become safe and reliable.
2023, 0 (6): 24-.
 Characteristics and control design of debris flow in Dabi gully of KL hydropower station
ZHOU Yuan, CHEN De, ZHOU Ziji, REN Jinming and WU Weiwei
Abstract28)      PDF (3961KB)(62)      
Dabi gully is located on the left bank, about 400 m upstream the dam site of KL hydropower station. The gully is straight, the main gully is 26.37 km long, the relative height difference of the gully is 2 487 m, and it is a moderately developed debris flow gully with micro-viscous debris flow. Due to construction needs, the dam concrete batching plant of KL hydropower station is arranged in Dabi gully. To guarantee the safety of concrete production and personnel, it is necessary to implement control measures for gully water and debris flow. Based on the topography and geological conditions of Dabi gully and the characteristics of debris flow, control measures such as grid-type dam, discharge tunnel, water intake tower and retaining dam, as well as monitoring instruments such as mud meter level and CCTV are adopted in the design for debris flow control. The design for debris flow control of Dabi gully can provide reference for similar projects in western China.
2023, 0 (6): 18-.
Monitoring and analysis of prestressed anchor cable force of pier
LI Qian and WANG Yujie
Abstract26)      PDF (4209KB)(60)      
Based on the principle and characteristics of anchor cable dynamometer, the construction technology of prestressed anchor cable on the pier and the stress condition of prestressed pier, this paper puts forward the data recording requirements in the construction of prestressed anchor cable, discusses the key points in analysis of monitoring data from anchor cable dynamometer, and presents reasonable suggestions aiming to improve the stress monitoring design of prestressed anchor cable.
2023, 0 (6): 45-.
Analysis of arch effect of super high core-wall rock-fill dam based on measured data
LIU Haibo, LI Li, ZHANG Peng, XU Xiaokun and GUO Rui
Abstract25)      PDF (3314KB)(58)      
Based on the monitoring data of a core-wall rock-fill dam, taking the quantitative calculation and analysis results of the measured earth pressure, core wall settlement, water pressure and pore water pressure as the basis, considering the arch effect coefficient, the ratio of upstream water pressure to core wall vertical stress, the ratio of core wall pore water pressure to core wall vertical stress and other indicators as the analysis and evaluation criteria, the arch effect degree, distribution law and the possibility of hydraulic fracturing of the core wall are systematically analyzed and compared with the numerical calculation results. The analysis results show that the calculation and analysis results based on the measured data are consistent with the numerical calculation and analysis results, and the analysis method is reasonable and feasible, which can provide reference for the design, construction and operation of similar projects.
2023, 0 (6): 61-.
Research on construction schedule risk of reservoir renovation project based on special-purpose bond financing#br#
WANG Yang and DONG Guangyu
Abstract20)      PDF (2694KB)(58)      
In view of the construction characteristics of water conservancy projects and the particularity of the funds source, to ensure the smooth progress of the project construction by the schedule plan, this paper mainly studies the construction schedule risk of reservoir renovation project under the special-purpose bond financing mode, and identifies the risk factors causing the project schedule delay by constructing the WBS-RBS risk matrix. Based on the fuzzy analytic hierarchy process, the influence weight of each risk factor is determined and the risk degree of the overall project progress is evaluated, so as to distinguish the primary and secondary influencing factors, put forward countermeasures, reduce the possibility of risk occurrence and lower the degree of impact, which provides a guarantee for the project to win the subsequent bond funds, complete on schedule and put into operation in time.
2023, 0 (6): 13-.
Analysis on construction scheme of intelligent runoff gauging station for pumped storage power stations
GAO Lilun, ZHU Weifeng and HUANG Qiang
Abstract32)      PDF (1410KB)(58)      
At present, some pumped storage power stations are built on small and medium-sized rivers with abundant rainfall and small drainage area, usually without operating hydrological stations. Therefore, the reference station data or local rainstorm atlas are often used to calculate the design flood of the basin, which is equivalent to establishing a theoretical model for the basin. The obtainance of some theoretical formula parameters depends on empirical values, such as roughness. The author analyzes the con⁃
struction of experimental intelligent runoff gauging station based on radar wave online flow measurement
as the core test method, to verify the theoretical model with measured data.
2023, 0 (5): 22-25,28.
Application research of intelligent dispatching based on cascade hydropower stations in whole ba sin
QIAN Wei and SUN Jingying
Abstract162)      PDF (1273KB)(58)      
In order to realize the intelligent dispatching operation goal of cascade hydropower stations in
Nam Ou river basin in Laos, based on the management concept of digital transformation, this study ana lyzes the difficulties of overall dispatching for cascade hydropower stations, and explores the implemen tation path and effective measures to improve the accuracy of hydrometeorological prediction and the op eration and dispatching capability of hydropower stations. Through the intelligent dispatching of hydro power stations, the economic benefit, social benefit and ecological benefit are improved, and the goal of  carbon peaking and carbon neutrality is promoted. It can provide guidance and reference for hydropower  development along the Belt and Road and the cascade control centers in major river basins at home and
abroad.
2024, 0 (3): 1-4,14.