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01 April 2023, Volume 40 Issue 4
    

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    Special Contribution
  • XU Ji-jun, YUAN Zhe
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 1-8. https://doi.org/10.11988/ckyyb.20221419
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    Due to abnormal atmospheric circulation, the high temperature and drought in the Changjiang River Basin (CRB) in the summer of 2022 lasted for a long time, affected a wide range of area and caused severe disasters. We scrutinized the drought disaster events in the CRB over the past 15 years and the characteristics of the 2022 drought. We also analyzed the current status of the construction of drought mitigation system in the CRB and its effectiveness in response to the 2022 drought. On this basis, we present an overall response roadmap for drought mitigation under new circumstances: 1) optimize the spatial layout of national land use to avoid drought disaster risks from the source; 2) prevent and control drought disasters in their processes through regulating spatial storage in ground surface, soil, and underground and impounding at flood peak for replenishment at drought; 3) optimize the operation and scheduling of water conservancy projects to coordinate flood control and drought resistance. Additionally, we present the scientific and technological needs for drought mitigation in three key aspects: drought assessment and prediction, drought risk research and judgment, and drought risk response.
  • River-Lake Protection and Regulation
  • FANG Guo-hua, ZHANG Wen-hui, GUO Feng, TANG Ya-jun
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 9-16. https://doi.org/10.11988/ckyyb.20211303
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    The basis of managing river ecosystem lies in the assessment of river ecosystem health. A cloud model for assessing the health of river ecosystem in plain river network area is presented. The index system of the assessment model includes six aspects: river hydrology, river morphology, riparian zone, physical and chemical properties of water, river biology, and social service function; the weight of each index is determined via improved order relation analysis. The health of river ecosystem is classified into five levels: healthy, sub-healthy, unhealthy, ill-conditioned, and severely ill-conditioned. The model was applied to the Shuiyang River (Gaochun Section), a typical river in plain river network area, as a case study, and the result was compared with that of the fuzzy analytic hierarchy process model. The comparison demonstrates that the cloud model with improved order relation reduces the subjectivity while fully reflecting the fuzziness and randomness in the evaluation process. The assessment results are reasonable and comform with the reality.
  • CHAI Ze-qing, GUO Xiao-hu, ZHU Yong-hui
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 17-23,30. https://doi.org/10.11988/ckyyb.20220382
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    The relationship between the Jingjiang River and the Dongting Lake involves complex water-sediment exchange. Changes in water-sediment conditions have significant impacts on fluvial processes, flood safety, and water resources utilization in the middle Changjiang River. Since the operation of the Three Gorges Project, the water-sediment conditions have changed greatly, and the relationship between the Jingjiang River and Dongting Lake has been adjusted. This paper reviews the research progress on the following points: a) the water-sediment exchange relationship, b) the erosion and silting evolution of the Jingjiang River, especially the river diversion gates, c) the erosion and silting evolution at the three distributary flood channels and the Dongting Lake, and d) the water level changes at Chenglingji. The study concludes that the diversion flow of the three diversion outlets of Jingjiang River has slightly reduced, and the amount of sediment diversion has greatly reduced. The Ouchi River has seen sharp adjustment, resulting in deteriorated inflow conditions to Dongting Lake. Dongting Lake has experienced a change from siltation to micro-scouring, leading to a drop in lake area's water level. Additionally, the Chenglingji-Hankou reach has been scoured, resulting in water level drawdown at Chenglingji. However, deficiencies still exist in the research of driving mechanism, and disputes remain over the changes in Jingjiang flood levels and the future evolution trend of Dongting Lake. Quantitative analysis and systematic and complete analysis are in lack. Issues that need to be addressed in future research are also proposed.
  • Water Resources
  • SONG Hui-ling, CHEN Shu, AO Yuan-hong
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 24-30. https://doi.org/10.11988/ckyyb.20211395
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    Hanjiang River basin is an important water-supporting area of the middle route project of South-North Water Transfer. The coordinative regulation of water resources in the Hanjiang River basin is conducive to promoting water resources protection and development of the Hanjiang River economic belt. We simulate and analyze the changes in precipitation, temperature, blue and green water resources and their responses to climate variability and land use changes in the Hanjiang River basin from 1985 to 2019 using the SWAT (Soil and Water Assessment Tool) model and mathematical and statistical methods such as the Mann-Kendall (M-K) test. Results elucidate that in the past 35 years, the multi-year average green water resource in the Hanjiang River basin is about 1.74 times higher than the multi-year average blue water resource. Spatially, both blue and green water resources show a trend of gradual increase from the west and north to the southeast. Changes in blue and green water resources in the basin are influenced by both climate and land use, with climate change being the main factor and land use changes being less influential.
  • WANG Li, ZHAI Wen-liang, ZHANG Jue-hong, CAO Hui-qun, TANG Jian
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 31-36. https://doi.org/10.11988/ckyyb.20211281
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    To study the runoff response of the upper Hanjiang River basin under future climate change,a downscaling model based on the RBF (Radial Basis Function) neural network and the SWAT (Soil and Water Assessment Tool) hydrological model are coupled. The RCP8.5 and RCP2.6 scenario data under the CanESM2 model from 2020 to 2099 are downscaled to each station in the basin to generate future climate elements(temperature and precipitation) and simulate the runoff response of the basin under future climate change. Results unveil that the runoff in the upper Hanjiang River will increase slightly in the future,with a slightly smaller increase in runoff in the RCP8.5 scenario than that in the RCP2.6 scenario. The annual runoff distribution in both scenarios is roughly the same with that in the base period. In both scenarios,runoff in flood season reduces slightly possibly because of a smaller maximum precipitation generated by the downscaling model. The research results provide a scientific basis for the comprehensive management in the Hanjiang River Basin.
  • HUANG Shuang-qing, TANG Chao-li, HUANG You-rui
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 37-43. https://doi.org/10.11988/ckyyb.20211241
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    The precipitation data from AIRS3STM inverted by AIRS detector on NASA's Aqua satellite was adopted to analyze the spatio-temporal distribution and variations of available precipitation in China from 2003 to 2021. Linear fitting, Mann-Kendall test and empirical orthogonal function analysis were employed to reveal the influencing factors of spatio-temporal change. Results reveal that 1) interannual available precipitation during daytime and nighttime in China has been increasing with daytime rising rate of 0.044 kg·m-2·a-1 and nocturnal rising rate of 0.062 kg·m-2·a-1. Daytime mutation point occurred in 2014 while nocturnal mutation point occurred in 2008. 2) Changes in all four seasons during day and night show upward trends with summer change rate being highest while change rate in spring and winter is low. Only changes in summer daytime, summer, autumn and winter nighttime passed significance test of α=0.05. 3) Spatial distribution of daytime available precipitation and surface temperature in China is negatively correlated with latitude. Lower latitude sees higher available precipitation and surface temperature. South China has larger available precipitation than northwest China. EOF analysis on some typical areas also verifies this law. 4) Amount of available precipitation is positively correlated with surface temperature and such trend grows more obvious with higher surface temperature.
  • HAN Hui-ming, SUN Jun-hong, JIAN Hong-fu, ZHU Long-hui, HU Min
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 44-50. https://doi.org/10.11988/ckyyb.20211383
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    The purpose of this paper is to explore the new characteristics of seasonal changes of extreme hydrological events in the Ganjiang River Basin under changing circumstances. We used hydrometeorological data from 1960 to 2018 in the basin and established the probability dependence between runoff and climatic factors using Copula function and conditional probability distribution. We analyzed the correlation and sensitivity between seasonal runoff and climatic factors, as well as the probability characteristics and changes of extreme hydrological events under different climate scenarios. Our results show that runoff and precipitation in the Ganjiang River Basin decrease in spring while increase in other seasons. Climatic hydrological elements can be well fitted by logarithimic normal distribution, Weibull distribution, gama distribution, and generalized extreme value distribution. Frank-Copula function is the optimal Copula function for meteorological elements and runoff. Runoff is positively correlated with precipitation, relative humidity, and water vapor pressure, while negatively with potential evapotranspiration and sunshine duration. Runoff is most sensitive to precipitation in spring, summer, and winter, and most sensitive to sunshine duration in autumn. When precipitation decreases from median value to low value, the probability of extremely dry runoff events increases by an average of 16.6%; when precipitation increases from median value to high value, the probability of flood occurrence increases by an average of 13.6%.
  • Water Environment and Water Ecology
  • LI Ming-yang, ZHANG Zhi-yuan, WANG Xiao-chen, XIE Wei-min, ZHAI Wan-ying, TAN Ling-zhi, ZHOU Wei, LIU Min-xuan
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 51-58,65. https://doi.org/10.11988/ckyyb.20211381
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    The numbers of manual monitoring section and fixed automatic monitoring station are limited and the spacing of monitoring section is large. Shipborne automatic monitoring of water quality is a new technical approach to study the transmission and distribution law of water pollutants as it can accomplish automatic monitoring with high density and multiple parameters. However, this technology needs to be further verified in applications. In this study, the "China Environmental Monitoring 008" monitoring ship was equipped with the automatic monitoring devicesto monitor the water quality in the mainstream of the Yangtze River (from Chongqing to Wuhan) and the Three Gorges Reservoir area. The spatial distribution characteristics of pollutants along the Yangtze River from Chongqing to Wuhan was obtained. Correlation was found between the distribution of some pollutants and pollution load produced by regional production and life. The feasibility and effectiveness of the automatic monitoring technology was evaluated through quality control and comparison between automatic monitoring and manual monitoring. The research finding provides technical support for large-scale, rapid, dynamic and continuous automatic monitoring of the Yangtze River and investigations on water quality characteristics and environmental risks.
  • HUANG Jie, DENG Yue, LI Tian-cui, HU Ming-ming, LIU Wei, WANG Yu-chun, WANG Ying-cai, HU Yu-xin
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 59-65. https://doi.org/10.11988/ckyyb.20211320
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    To explore the diversity of eukaryotic plankton in Nujiang River, water samples were collected from 35 locations in November 2020. The sampling area covers over 1 000 kilometers of Nujiang River. Metabarcoding technology was used to study the spatial distribution of eukaryotic plankton and its response to environmental factors based on 18S rRNA gene. Overall, 1 320 OTUs (Operational Taxonomic Unit) were obtained from the samples. The eukaryotic plankton species detected in these samples cover 34 phyla and 302 genera. According to β diversity, the eukaryotic community can be divided into three groups, namely, high altitude (above 4 000 m), middle altitude (between 1 000 m and 4 000 m), and low altitude (below 1000 m), and the difference among the groups is larger than that within the groups. The Shannon-Wiener index and Simpson index which refelct the diversity of the community, Pielou's evenness index which indicates the evenness of community, and Chao1 index which characterize the abundance of community, all decrease as altitude increases, meaning a higher altitude will affect the diversity of eukaryotic plankton. To analyze the community composition, we compared the relative abundance of different species at phylum level. The result show that Ciliophora and Chlorophyta are enriched in low altitude area, rising with the decline of altitude; Bacillariophyta, the most abundant species, are enriched in middle altitude area; Arthropoda are enriched in high altitude area, reducing with the decling of altitude. For the environmental impact, the result showed pH value and conductivity decrease as altitude decreases. Water temperature, DO (Dissolved Oxygen), FV (Flow Velocity) and Turb (Turbidity) decrease as altitude increases. Altitude, water temperature and flow velocity are the key environmental factors for the distribution of eukaryotic community in Nujiang River Basin.
  • Water-related Disasters
  • LU Yang, HUANG Ke-han, HU Yue, ZHANG Qian-zhu
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 66-72. https://doi.org/10.11988/ckyyb.20211344
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    To explore the causes of the “2020·6·12” flash flood disaster in Zheng'an County, Guizhou Province, data was collected and site surveys were conducted. The disaster, flood and rain conditions were analyzed. The dynamic process of flood inundation was simulated and verified using two-dimensional flow model software based on two-dimensional shallow water equations. The causes of the flash flood disaster were obtained: 1) The special topography provided basic conditions for the disaster; 2) Short-duration heavy rainfall superimposed on high previous cumulative rainfall was the key factor in inducing disaster; 3) The contradiction between the inadequate flood control capacity of the river course and excessive peak discharge made disasters inevitable; 4) Many non-residents and floating population, women and children with poor self-rescue ability, and people with low risk-avoidance awareness greatly increased disaster risks. On this basis, some measures to prevent and control flash flood disasters were proposed such as scientific top-level design, improvement of mass monitoring system and prevention of flash flood disaster, and detailed dynamic management of flood control and disaster reduction.
  • HENG Yong-hui, CHEN Hang, XIONG Yong
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 73-78. https://doi.org/10.11988/ckyyb.20211173
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    Dyke breach develops rapidly, and is hard to predict and to be dealt with. Current methods of dealing with breach emergency are mainly mechanized operation and throwing materials. However, in the development of the breach, the materials are prone to be washed away due to large water head difference at the entrance and high velocity of the flow. The breach, therefore, can only be blocked after the water flow slows down, which reduces the timeliness of emergency rescue and causes great economic loss after a long time of flood inflow. We invented a flow deceleration structure based on the principle of hydraulic energy dissipation to address the problem of breach closure under high speed flow. We expounded the basic principle of flow deceleration, and verified its deceleration effect and mechanical performance via model test and numerical simulation. By using this flow deceleration method, we can reduce the difficulty of emergency rescue and make it possible to close the breach at high flow velocity.
  • XU Wen-tao, TANG Wen-jian, WANG Xie-kang, DONG Lin-yao, DING Wen-feng, GUO Yi-wei, ZHANG Ping-cang
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 79-87. https://doi.org/10.11988/ckyyb.20211299
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    Local rainstorms is the most important factor that induces flash floods in mountainous areas. Effective non-engineering means to reduce flash flood losses includes strengthening rainfall monitoring in small watersheds, analyzing and calculating critical rainfall index values, and issuing effective warning information in time. Previous research on flash flood disasters mainly focuses on short-term near warning and prediction, paying little attention to monitoring technology for heavy rainfall typed flash floods. The spatial and temporal scale of flash flood outbreaks is specific, and traditional monitoring network cannot meet the monitoring requirements posed by high intensity and short duration of flash floods. Therefore, it is challenging to build a cross-scale flash flood monitoring system. This paper reviews the research progress of rainfall monitoring technology, including rain gauge, weather radar, satellite remote sensing, microwave link rain measurement, and rainfall fusion technology. Although flash flood monitoring technology is developing continuously, single monitoring transmission means and information sources cannot meet the requirements of flash flood monitoring in complex mountainous environments. In this paper, a three-dimensional monitoring technology system for flash floods can provide real-time rainfall monitoring data and technical support for flash flood process simulation, flood risk assessment, warning, and forecast.
  • HYDRAULICS
  • LIU Song-tao, SHI Xiao-tao, SUN Shuang-ke, LI Guang-ning, CHEN Li, ZHANG Li-sheng, TAN Jun-jun, YANG Wen-jun
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 88-94. https://doi.org/10.11988/ckyyb.20211254
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    Restricted by hub layout and topography, many fish passage projects need to set up 180° turning section. Previous studies have found that the 180° turning section is prone to generate large recirculation area and hence affecting the upstreaming efficiency of fishes. Vertical rectifier plates are commonly used along the side walls of the turning section to improve the flow pattern of the turning section. Different from previous studies, we propose an arrangement scheme of adding a bulkhead along downstream direction to guide fish in the turning section. Numerical simulation of the flow field in the turning section demonstrate that the bulkhead arrangement makes the mainstream area basically centered, the recirculation area reduced, aspect ratio increased, and the flow area with different velocity values in the turning section formed.
  • CEN Wei-jun, ZHAO Yu-hao, LI Deng-jun, LIU Li-zeng
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 95-99,106. https://doi.org/10.11988/ckyyb.20211233
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    Seepage control of dam foundation is a key issue that needs to be solved in dam construction with deep overburden. Finite element method is employed to analyze the seepage characteristics of geomembrane impervious earth-rock dam on deep overburden. The study focuses on the impact of the depth of suspended cut-off wall, the depth of overburden, and permeability on the seepage field of dam foundation. Results reveal that the seepage characteristics of dam foundation are significantly affected by these factors. Under varying depth of cut-off wall or overburden layer, the relation curves of seepage versus relative seepage control depth conincide in general, displaying a trend of slow linear decline before dramatic reduction. The depth of cut-off wall and overburden layer jointly affect the seepage control effect. When suspended cut-off wall is adopted, the relative anti-seepage depth should be in a good logarithmic linear correlation with permeability coefficient of overburden to ensure that the dam seepage control rate reaches 75%. This fitting relation can be used for preliminary design of cutoff wall depth for similar projects or effect evaluation of cutoff for existing projects.
  • ROCK SOIL ENGINEERING
  • YU Yong-tang, ZHU Jian-min, ZHENG Jian-guo, XU Wen-tao, ZHANG Long, HUANG Xiao-wei
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 100-106. https://doi.org/10.11988/ckyyb.20211247
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    The borehole shear characteristics of typical Xi'an Q3 loess were studied using an improved Iowa borehole shear apparatus to guide the application of borehole shear tests in loess areas. The study present the influence of normal stress range, loading shear mode, shear rate, and other factors on test results. The test results showed that when normal stress is controlled within the range of initial stress and critical plastic stress, shear strength and normal stress can be in good agreement with the Mohr-Coulomb failure criterion. When normal stress is less than the initial stress, cohesion is smaller or even negative, and internal friction angle is larger. When normal stress exceeds critical plastic stress, cohesion is larger and internal friction angle is smaller. There is no significant difference in shear strength parameters between single-stage testing and multi-stage testing. When the loess is consolidated at first-stage normal stress for 10 minutes and graded stages for 5 minutes, the normal displacement rate is less than 0.005 mm/min, which can be used as a basis for determining the stability of consolidation deformation. When shear rate is in the range of 1.7-2.3 r/s, the difference between test results of shear strength index is small. The test results of factors affecting shear characteristics of boreholes can be used as a reference for test manipulation and data processing.
  • YE Hong, TAO Ting-quan, LI Yan
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 107-112,118. https://doi.org/10.11988/ckyyb.20211270
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    The aim of this study is to obtain the anchorage mechanism of pressure cable under earthquake more accurately. Considering the damped forced vibration characteristic of the single freedom degree system, we derived the compressive stress and shear stress expressions of the grout of anchorage section of pressure anchor cable based on the basic solution of Mindlin. The influences of harmonic load amplitude, harmonic load circular frequency, and damping ratio on the reinforcement effect of pressure anchor cable are examined through an example. The results show that the amplitude and circular frequency of harmonic load have a greater influence on the reinforcement effect of pressure anchor cable, while the damping ratio of low damping system has little effect. Harmonic load amplitude has a linear relationship with compressive stress and shear stress of grout in anchorage section. When the circular frequency of harmonic load is closer to the damped natural circular frequency of the pressure anchor cable, the compressive stress and shear stress of grout in anchorage section are larger. The research finding offers a theoretical reference for rock-soil reinforcement with pressure anchor cable under earthquake.
  • ROCK SOIL ENGINEERING
  • HAN Qi-yuan, XU Gui-zhong, LI Ming-dong, WENG Jia-xing
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 113-118. https://doi.org/10.11988/ckyyb.20220272
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    The aim of this research is to make clear the influence of intermittent vacuum loading pattern on the effectiveness of vacuum preloading treatment of dredged mud with high moisture content. We conducted indoor model tests by changing the intermittence and discussed the mechanism of intermittent vacuum in treating dredged mud. Compared with traditional constant vacuum loading method, intermittent vacuum can reduce the migration of soil particles and improve the transfer efficiency of vacuum in soil, thus improving the reinforcement effect. The dredged mud used in this study is best treated by vacuum loading with intervals of 6 hours. Compared with that of traditional vacuum preloading method, the cumulative water yield of dredged mud by the present method increases by 26.8%, shear strength of cross plate increases by 36.7%, and water content of soil reduces by 18.9%. Intermittent vacuum preloading method is more effective in treating dredged slurry with high water content.
  • YANG Zhen, QI Xian-yin, FENG Meng-yao, WANG Sheng-wei, FU Peng
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 119-126, 133. https://doi.org/10.11988/ckyyb.20211191
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    To study the mechanical damage characteristics of layered composite rocks, sandstones and mudstones from deep tight reservoirs were selected as research objects. Layered composite class rocks were prepared by similar material model tests. Uniaxial compression tests were conducted and supplemented with Acoustic Emission (AE) and Digital Image Correlation (DIC) systems to obtain physical and mechanical parameters such as strength and elastic modulus of the layered composite rocks. The corresponding law of AE ring count and rock damage evolution was obtained. The damage process of layered composite rock under uniaxial compression was divided into three stages: initial damage, stable damage development, and damage acceleration. In line with the internal damage evolution characteristics of AE and the surface damage evolution of DIC, a damage constitutive model of layered composite rocks based on dual damage factor was established. The strength of sandstone-like rock (rock A) is higher than that of mudstone-like rock (rock B) by 21%, and elastic modulus by 24%; the strength of layered composite rock (AB) is slightly lower than that of rock B by 3%, and elastic modulus by 4%. Rock A is subjected to tensile failure, B to shear failure with single inclined plane, and AB to tensile-shear slip failure along cemented bedding plane or weak parts. The three types of rocks see weak AE in the initial load stage but strongest AE signals at peak stress. Analysis of strain cloud diagrams of the DIC system revealed that the deformation characteristics of the layered composite rock under uniaxial compression were mainly tensile-shear-slip damage. The present model reasonably revealed the damage evolution mechanism of internal structure development and external crack initiation, expansion, and penetration of layered composite rocks under uniaxial compression.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • LIAO Ling-min, XIAO Wei, WANG Yuan-yi, LIANG Kai
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 127-133. https://doi.org/10.11988/ckyyb.20221145
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    The aim of this research is to truly and comprehensively understand the corrosion durability of anchor cable serving in the complex multi-factor corrosion environment. Indoor accelerated corrosion test of prestressed anchor cable under the coupling action of pH value, Cl-, SO42-, and stress near real load was carried out. The change characteristics of anchoring load of the anchor steel strand during the test were monitored. The appearance development of steel strand corrosion, the structural characteristics of corrosion products, and the time-dependent variation of mass loss per unit length and tensile strength loss rate were systematically studied by using material microscopic characterization method and mechanical property testing. The corresponding corrosion reaction mechanism was also analyzed. Results reveal that load stress intensifies the corrosion of steel strand. Compared with that in stress-free condition, the loss rate of tensile strength of steel strand in high stress condition is significantly higher. The simultaneous presence of SO42- and Cl- accelerates the corrosion of steel strand more than the single presence of SO42 or Cl-. Moreover,the corrosion degree in alkaline solution is relatively lower than that in acidic solution. After one year of accelerated corrosion test, the maximum mass loss per unit length of steel strand can reach 0.5 g/cm, and the maximum loss rate of tensile strength can reach nearly 50%. The research findings offer scientific basis and data support for evaluating and predicting the corrosion durability of anchor cable in real service environment.
  • QUAN Juan-juan, FU Shao-jun, YANG Ru-dong, CHEN Jian, ZHANG Kai-feng
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 134-140. https://doi.org/10.11988/ckyyb.20211097
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    Adiabatic temperature rise rate is the key factor affecting the adiabatic temperature rise of concrete. Indoor adiabatic temperature rise test was carried out on fly-ash (content 35%) concrete. The test was controlled with three initial temperatures and five water-binder ratios. The influence rules of initial temperature and water-binder ratio on the adiabatic temperature rise and the rise rate were examined. The standard of dividing three stages of adiabatic temperature rise rate was put forward. A three-stage model of adiabatic temperature rise rate of medium-volumed fly ash concrete was established. The model takes into consideration water-binder ratio, initial temperature and age, and predictes accurately the adiabatic temperature rise rate at each age.The results can provide reference for temperature adiabatic controlling of mass concrete.
  • GU Xiao-yu, ZHANG Xian-lei
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 141-149. https://doi.org/10.11988/ckyyb.20220422
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    Under load, the differential displacement of dam body/abutment at the peripheral joints of high geomembrane-faced rockfill dam (GFRD) causes the PVC geomembrane to be in a state of large deformation and tension. Indoor stress relaxation test was conducted on PVC geomembrane to investigate its mechanical properties under large deformation after differential displacement stabilizes. The change of tension at initial elongations of 50%, 80%, and 125% was monitored. According to analysis results of the test data, the stress relaxation law of PVC geomembrane was described respectively with generalized Maxwell and fractional order models. The advantages and disadvantages of the two models were compared and analyzed. Results suggest that the fractional order model can more accurately describe and predict the stress relaxation performance of PVC geomembrane in long-term uniaxial tensile deformation state at surrounding joints of GFRD. The accuracy was verified by using long-term stress relaxation test data. After stress relaxation, elongation at break of samples attenuates greatly. Engineering measures are recommended to ensure the safety of anti-seepage geomembrane structure during design and construction.
  • XU Jian, XU Jian, WEI Si-qi , ZHAO Bao-cheng, XIAO Xiao, LI Guo-zhong
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 150-54,163. https://doi.org/10.11988/ckyyb.20211200
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    In the era of water conservancy big data, the biggest challenge we face may not be insufficient information but information overload. The problem may not be the accessibility of information but rather the issue of isolated islands of information. Blockchain is a decentralized distributed ledger that is difficult to tamper with once the data block is confirmed to be on the chain. It is time-stamped and can avoid data islands, low data quality, and data leakage. We explore the application prospects of blockchain technology in constructing intelligent water conservancy systems and expound the risks and challenges of its applications. By combining its decentralized, non-tamperable, and traceable characteristics, the blockchain technology brings new breakthroughs to the informatization and intelligence of the water conservancy industry. It aims to break down data barriers between departments and realize co-construction and sharing of data across the industry.
  • WATER CONSERVANCY INFORMATIZATION
  • WU Ming-tang, CUI Zhen-hua, YI Xiao-yu, FENG Wen-kai, YIN Bao-guo, XUE Zheng-hai, HAN Jing-nan
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 155-163. https://doi.org/10.11988/ckyyb.20211219
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    One of the most important tasks in the prevention and control of geohazards in large reservoir areas is to identify the amount and location of geohazards on the reservoir banks before impoundment. Many geohazards are typically missed by manual or single-technique survey methods. Interferometry synthetic aperture radar (InSAR) and unmanned aerial vehicle (UAV) optical remote sensing techniques were used to identify geohazards on the reservoir banks in the Xiangbiling-Yezhutang section of the Baihetan reservoir area. Comprehensive remote sensing technology identified 114 geohazards, with 89 and 39 geohazards identified by UAV optical remote sensing and InSAR technology, respectively, an increase of 72 beyond manual investigation. Combining ascending and descending images helps alleviate the geometric distortion of SAR data, increases the visible area of SAR, and improves the effectiveness of geohazard identification results. Due to image precision and timeliness, InSAR technology can detect newly deformed geohazards. But optical remote sensing has a tough time detecting them. In terms of macroscopic features, geohazards that have been deformed in the past can be recognized using both UAV optical remote sensing and InSAR, and observable deformations that occur within the SAR data cycle can also be identified using InSAR technology. Due to data accuracy limits, InSAR technology and optical remote sensing are both successful in recognizing geohazards over broad areas, while InSAR technology is not useful in identifying geohazards over smaller areas. By using multi-source remote sensing including InSAR and UAV optical remote sensing and other technologies, we can obtain information of the surface deformation of geohazards, understand the characteristics of geohazards, overcome the limitations posed by satellite optical remote sensing interpretation, and effectively avoid the missing error of manual investigation or single technical method for geohazard identification in high mountain and canyon areas.
  • LIU Wei, GE Hai-bin, XU Yan-yan, ZHAO Hong-guang, JIN Jing-shan, JI Hao-wei
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 164-169, 190. https://doi.org/10.11988/ckyyb.20221383
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    An intelligent underwater robot was developed for crack detection of underwater buildings. The robot has constant temperature control and low energy consumption drive, and has functions of data collection, navigation, and positioning independently in ultra-low temperature deepwater environment. Based on the image data collected by the robot, the original CNN (Convolutional Neural Network) model was improved on the basis of image preprocessing, deep convolution network theory and fracture feature data annotation. Hence, an FPECNN (Feature Pyramid Engagement Convolution Neural Network) model was proposed to extract different types of cracks. The FPECNN model was applied to the crack detection project of Lianhua Hydropower Station. The calculation results demonstrate that the FPECNN model stands at a high level in detection rate, recall rate and F value, reaching 97.26, 98.04 and 96.65, respectively, consuming only 3.12 s. It is also well universal, robust, and viable as it adapts to most crack data, and refrains from low detection rate and low efficiency of conventional CNN model in the detection of underwater buildings. With this intelligent robot, the inspection personnel can be relived from the harsh, heavy and dangerous field work in cold underwater, and the huge economic loss caused by the abandonment of water in traditional inspections can be avoided, and improve the detection efficiency and accuracy.
  • SCIENTIFIC EXPEDITION AND RESEARCH IN THE HEADWATERS OF THE CHANGJIANG RIVER
  • SUN Bao-yang, REN Fei-peng, SHAO Yi-wen, LIU Ji-gen, LI Hao, SHI Zhe
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 170-169. https://doi.org/10.11988/ckyyb.20220341
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    The alpine grassland in the source of the Changjiang River has degraded to different degrees, resulting in an increasing trend of local soil erosion. To study the effect of alpine grassland degradation on soil detachment rate, we conducted runoff scour experiments on slopes with different vegetation degradation degrees. Results show that the average detachment rate of alpine meadow soil on fully degraded slopes is 0.54 g/(cm2·min), significantly higher than those on severely (0.34 g/(cm2·min)) and moderately degraded slopes (0.12 g/(cm2·min)), and much more higher than that on lightly degraded slopes (0.03 g/(cm2·min)). The average detachment rate of lightly frigid calcic soils on fully degraded slopes is 4.29 g/(cm2·min), 3.25, 7.27 and 7.94 times that of frigid calcic soil, meadow swamp soil and alpine meadow soil, respectively. Soil detachment rates on slopes of different degradation degrees have a good linear or power function relationship with the increase of shear force of water flow, runoff power and unit energy of water cross section, but have the best fitting effect with water flow power. Under the same flow power condition, soil detachment rate in the source region of the Changjiang River is higher than those in the southwest and the loess plateau. The findings can provide reference for studying soil erosion mechanism and optimal allocation of soil and water conservation measures in the source region of the Changjiang River.
  • Satellite and Ground ObservationsYANG Han, XU Ping, CHANG Fu-xuan, HONG Xiao-feng, YUAN Zhe, HE Xiao-bo
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 177-184. https://doi.org/10.11988/ckyyb.20220762
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    To obtain the dynamic characteristics of soil in typical permafrost basins of the Qinghai-Tibet Plateau, we characterize the spatiotemporal distribution of surface soil temperature and soil moisture in the Tanggula permafrost region based on multi-source remote sensing (SMAP, ESA CCI) monitoring data. We also analyze the changes of soil temperature and soil moisture at different depths based on ground measurement data from Tanggula permafrost meteorological station and DFIR permafrost snow meteorological station. Our results show that soil temperature is higher at lower altitudes than at higher altitudes in the Tanggula permafrost region, and soil moisture is higher in the eastern part of the region than in the western part. Changes in soil temperature and soil moisture lag significantly behind as depth increases, and soil moisture during freezing periods shows a clear two-stage downward trend. SMAP soil temperature and moisture data are well correlated with ground station monitoring data, and SMAP data are more accurate than ESA CCI data.
  • LI Guang-lu, FAN Li-juan
    Journal of Changjiang River Scientific Research Institute. 2023, 40(4): 185-190. https://doi.org/10.11988/ckyyb.20220328
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    Baseflow is the major recharge source of river runoff. Analyzing changes in time series of baseflow characteristics using a stable and reliable baseflow separation method is of great importance to water resources planning and ecological environment protection in river basins. Based on measured daily runoff data from 1957 to 2020 at Zhimenda Hydrological station in the headwaters of the Yangtze River, we selected nine methods including filtering method, BFI method and HYSEP method to investigate the characteristic values of baseflow index in the headwaters of the Yangtze River. On this basis, we can determine a baseflow separation method suitable for the Yangtze River, and analyze the time series of baseflow index including annual maximum, annual minimum and annual average values. The results demonstrate that there is a great difference among the results of various methods, with the maximum baseflow index being 0.899 and the minimum being 0.502. The filtering method, especially F4, generates small variance and small inter-annual and intra-annual variations. Thus, we determine that F4 is the method suitable for Zhimenda station. Calculated by F4 method, all the characteristic values of baseflow index at Zhimenda show an increasing trend and will continue to increase in the future. Statistics of the characteristic values using the Bayesian method indicates that baseflow index BFI, annual maximum baseflow, annual minimum baseflow and annual average baseflow of Zhimenda station varied significantly in 2002, 2004, 2017, and 2004, respectively. Warming and wetting of the headwaters is one of the causes of baseflow change. Meanwhile, the continuous rising of BFI suggest that the proportion of baseflow in annual runoff also increases, which impies that the water conservation capacity in the region has been enhancing.