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01 June 2024, Volume 41 Issue 6
    

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  • Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 0-0.
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  • Special Contribution
  • HU Xing-e, CAO Rui
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 1-9. https://doi.org/10.11988/ckyyb.20240103
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    The Three Gorges Project has operated for 20 years since 2003, achieving all major design objectives while continuously optimizing operational strategies to suit changing conditions and developmental needs. Its multifaceted benefits in flood control, power generation, navigation, and water resource utilization have been fully realized. By the end of 2023, the project has executed 66 flood detention operations, retaining an accumulated flood of over 208.8 billion m3, ensuring flood safety for Jingjiang River and substantially easing pressure on flood protection in the middle and lower reaches of Yangtze River. Power generation has surpassed 1 660 billion kW·h, equivalent to saving 510 million tons of standard coal and reducing carbon dioxide emissions by 1.33 billion tons. Channel conditions have markedly improved, facilitating a freight volume exceeding 2 billion tons, thus catalyzing the rapid development of Yangtze River navigation. During dry seasons, approximately 340 billion m3 of water was replenished downstream, effectively securing water supply safety. Ecological operations have yielded significant results, notably in the restoration of four major Chinese carps. To address challenges posed by frequent extreme hydrological events and ensure the long-term safe operation of the Three Gorges Project, as well as maximize its comprehensive benefits, future prospects entail advancing meteorological and hydrological forecasting technologies, optimizing the reservoir’s operational schemes, leveraging and applying innovative achievements, and implementing intelligent management practices.
  • River-Lake Protection and Regulation
  • ZHANG Cheng-xiao, MI Bo-yu, LÜ Chao-nan, ZHAO Han-qing, GAO Yu, REN Shi
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 10-17. https://doi.org/10.11988/ckyyb.20230070
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    The sediment issue in the Three Gorges Reservoir (TGR) is directly linked to the long-term maintenance of reservoir capacity. In this study we focus on the effects of incoming volumes of and asynchrony between water and sediment as well as operating water levels on sediment peak transport and deposition discharge in the TGR during typical high flood levels using numerical models. The findings indicate that an increase in incoming flood peak hinders the reduction of sediment peak ratio at Fuling Station, leading to more sediment transportation in front of the dam. This results in a greater reduction of sediment peak in front of the dam as the operating water level rises. The variable backwater area is more susceptible to the asynchrony between water and sediment movement compared to the perennial backwater area. As incoming-sediment coefficient rises, the proportion of siltation increases with the rise of low water levels. The sediment delivery ratio is minimally impacted by the asynchrony between water and sediment entering the TGR. As flood and sediment peaks increase, the sediment delivery ratio rises and is more responsive to the attenuation caused by rising operating water levels. These findings provide preliminary insights into the effects of natural water and sediment asynchrony, as well as operating water levels, on sediment movement and deposition in the TGR. This information can serve as a basis for optimizing sediment operations in the TGR.
  • WANG Xi-ya, LI Zhi-wei, MA Jia-yi, BAI Kuan-kuan
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 18-27. https://doi.org/10.11988/ckyyb.20230339
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    Over the past two decades, mid-channel bars in the branching sections of the Middle Yangtze River have experienced substantial scouring or even retreating, yet the specific variances in scouring between slightly meandering and straight channels remain unclear. Baishazhou Sandbar and Tianxingzhou Sandbar, located in the Wuhan reach of the Middle Yangtze River, were selected as study sites to investigate the causes of morphological changes and differential scouring. This investigation utilized a combination of multi-source remote sensing imagery, hydrological data, and field surveys. The findings reveal significant alterations in the morphology of Baishazhou Sandbar, shrinking in size by approximately 43.83% between 1989 and 2020. Meanwhile, the head of Tianxingzhou sandbar underwent notable changes, although the overall exposed area remained relatively stable. Analysis of the normalized vegetation index (NDVI) indicates generally low vegetation cover on both sandbars, with diminished spatial discrepancies. During dry season, variations in exposed area primarily correlate with the bar head region. Specifically, on the Baishazhou Sandbar which is located in straight channel, scouring was observed on the head and lateral side, while local collapse on the left side, both due to the obstruction of Baishazhou Bridge piers. Similarly, on Tianxingzhou Sandbar which is located in slightly meandering channel, the bar head has experienced scouring following the impoundment of the Three Gorges Project. However, the implementation of protection measures, including artificial rock rip-rap in 2004, effectively mitigated scouring and facilitated deposition. In conclusion, differential scour of mid-channel bars manifests in several aspects, including channel planform, the relative positioning of mainstream and branches, and the presence or absence of protective infrastructure.
  • Water Resources
  • YU Zhou, JIANG Tao, FAN Peng-hui, NIU Chao-qun, CHEN Bing
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 28-35. https://doi.org/10.11988/ckyyb.20230032
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    Given the challenges associated with predicting water level time series, attributed to their mixed linear and nonlinear characteristics and high uncertainty, we propose a combined model, termed EMD-DELM-LSTM, integrating empirical mode decomposition (EMD), long-short-term memory network (LSTM), and deep extreme learning machine (DELM). In this framework, DELM and LSTM operate in parallel and in series with EMD. Initially, the original signal is decomposed into distinct intrinsic mode functions (IMFs) via EMD, categorizing them into high, medium, and low frequency signals. These signals are then fed into the DELM-LSTM parallel structure for prediction and reconstruction. To validate the efficacy of the model, we utilize data from a lake at a university in Guangzhou. Results indicate superior performance compared to EMD-LSTM, EMD-DELM, LSTM, DELM, and BiLSTM models across various time scales, with the most pronounced enhancement observed at the 40-minute scale. Notably, performance improves by 43.08%, 22.92%, 45.79%, 30.92%, and 47.31% when compared to the respective reference models. These findings underscore the reliability and stability of our proposed model for water level prediction across different temporal scales.
  • ZHENG Min-jiao, LIU Rui-long, YANG Xue, LIU Kun, ZHANG Shao-jia
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 36-41. https://doi.org/10.11988/ckyyb.20230076
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    To estimate the spatiotemporal variation of precipitation and assess its impact on drought and flood patterns, we investigated the spatial and temporal distribution of precipitation and drought and flood occurrences during 2000-2019 in Hubei Province through trend analysis and accumulated anomaly analysis methods using indices such as PCI (Precipitation Concentration Index) and PAI (Precipitation Anomaly Index). Results indicate a 0.03% increase in annual average precipitation over the past two decades in Hubei Province. Precipitation primarily concentrated in April-August, coinciding with high-temperature occurrence. Compared to 2000, 2019 experienced more precipitation in the east. Latitude significantly influenced precipitation amounts, with higher levels in the south than the north, while longitude impacted spatial distribution variability, notably in an east-west direction. Over the 20-year period, PCI exhibited a decreasing trend, emphasizing distinct seasonal and temporal precipitation patterns. PAI reflected a shift from flooding to drought between 2005-2015, with severe flooding in 2015 and an SPI (Standardized Precipitation Index) value of 1.425. Overall, droughts and floods in Hubei Province exhibited fluctuating cycles and were subject to notable temporal patterns. These findings provide crucial theoretical support for responses to regional climate change and drought and flood forecasting.
  • LI Ju, CUI Dong-Wen
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 42-50. https://doi.org/10.11988/ckyyb.20230782
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    In order to enhance the precision of monthly runoff forecasts and optimize the prediction performance of the Hybrid Kernel Extreme Learning Machine (HKELM), we propose a synergistic approach integrating Wavelet Packet Decomposition (WPT), the Zebra Optimization Algorithm (ZOA), and HKELM. The approach involves applying WPT to preprocess monthly runoff time series data and constructing a HKELM that combines local Gaussian radial basis function with global polynomial kernel function. By refining HKELM hyperparameters (including regularization parameters, kernel parameters, and weight coefficients) through ZOA, we establish the WPT-ZOA-HKELM model, alongside comparative models such as WPT-Genetic Algorithm (GA)-HKELM, WPT-Grey Wolf Optimization (GWO) algorithm-HKELM, WPT-Whale Optimization (WOA)-HKELM, WPT-ZOA Extreme Learning Machine (ELM), WPT-ZOA Least Squares Support Vector Machine (LSSVM), and ZOA-HKELM. These models are evaluated using monthly runoff time series data from the Yingluoxia and Tuolai River hydrological stations in the Heihe River Basin. Our findings indicate that: (1) The WPT-ZOA-HKELM model achieves average absolute percentage errors of 1.054% and 0.761% respectively, with determination coefficients of 0.999 9, surpassing other comparative models in terms of prediction accuracy and performance. (2) Optimization of HKELM hyperparameters with ZOA enhances predictive performance compared to GWO, WOA, and GA. (3) Through leveraging WPT, ZOA, and HKELM, the prediction model significantly improves monthly runoff forecast accuracy. Under equivalent decomposition and optimization conditions, the predictive performance of HKELM is superior to ELM and LSSVM.
  • Soil and Water Conservation and Ecolagical Restoration
  • JIN Ke, CHANG Shi-ju, WAN Dan, ZHOU Huo-ming, LIU Fu-qiang, MA Xiao-xiao
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 51-57. https://doi.org/10.11988/ckyyb.20230225
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    Pumped storage power stations play a crucial role in China’s water resource and hydropower development. However, after reservoir completion and operation, they may induce water level fluctuation zones characterized by periodic fluctuations, which hosts extremely delicate habitat conditions, posing a significant challenge for ecological restoration. This study systematically examines essential techniques for rock slope ecological restoration and methods for enhancing habitats in reservoir fluctuation zone. Focusing on the water-level fluctuation zone of the upper reservoir rock slope at Henan Tianchi Pumped Storage Power Station, we propose geocell and ecological bag composite engineering technology as a pivotal measure for ecological management. Considering the fluctuation rhythm of reservoir water and plants’ genetic characteristics, we recommend allocating long-term flood-resistant perennial herbs like Cynodon dactylon to the zone’s lower end. Shrubs and herbs with strong flood resistance, such as Salix variegates, Vitex negundo, Amorpha fruticose, Distylium chinense, and Cynodon dactylon, are suggested for the middle section. At the upper end, trees, shrubs, and grasses like Leucaena leucocephala, Morus alba, Amorpha fruticose, Vitex negundo, Salix variegates, Cynodon dactylon, and Abutilon theophrasti Medicus, along with locally adaptive species like Chenopodium album L. and Orychophragmus violaceus, are recommended. These findings offer valuable guidance for ecological management of reservoir rock slopes in water-level fluctuation zones of pumped storage power station.
  • WANG Ya-qiong, GAO Man-li, LUO Jin-song, XU Ying-mei, XU Wei, LU Yi-min
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 58-68. https://doi.org/10.11988/ckyyb.20230041
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    Based on Landsat remote sensing data from 2001 to 2021, we investigated the vegetation cover changes in Chaohu Lake Basin, and further delved into the driving effects of terrain, climate and human activities by using Geographical and Temporal Weighted Regression (GTWR). The findings reveal several key points: 1) The average vegetation coverage within the basin stood at 0.75, exhibiting a consistent upward trajectory over the past two decades, with an annual growth rate of 0.12%. Notably, a declining trend prevailed before 2009, followed by a subsequent upswing. 2) A substantial majority (89.79%) of the area exhibited vegetation coverage exceeding 0.6, with forested land boasting the highest coverage, followed by dry farmland, sparse vegetation, irrigated farmland, urban built-up area, and wetland in descending order. The low vegetation cover in wetlands can be attributed to water management functions such as storage and drainage. 3) Over the past two decades, 34.78% of the region witnessed changes in vegetation coverage, predominantly characterized by an increasing trend encompassing 62.73% of the total area. These changes were notably concentrated in the historical urban core of Hefei, mountainous forest regions, plains along the northern river bank, and wetlands surrounding Chaohu Lake. Policies of ecological conservation and watershed governance exerted an evident positive influence on vegetation coverage. Conversely, diminishing trends were observed in the periphery of the city and in some cultivated land areas, reflecting adverse impacts of urbanization and cultivation practices. Particular attention should be paid to the declining vegetation coverage along the construction line of Paihe River to Dongfei River segment of the Water Diversion Project from Yangtze River to Huaihe River, as well as the Zhegao River basin. 4) Prior to 2010, the influence of topographical factors exhibited a declining trend, while climatic effects gradually intensified. Conversely, after 2010, topographical factors intensified and emerged as the predominant driving force of vegetation changes. 5) Human activities exerted an overall increasing influence on vegetation cover, contributing to ecological environment at an enhancement rate of 0.013% per decade.
  • Water-Related Disasters
  • GUO Na, HONG Xing-jun, JIANG Cong
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 69-75. https://doi.org/10.11988/ckyyb.20231214
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    To address the challenge of estimating the return level of hydrological drought events due to the limited sample size of drought events that can be obtained from measured streamflow data, we applied three commonly utilized annual runoff probability distribution functions,namely, Log-normal, Gamma, and Normal,to measured runoff data obtained from the Waizhou station on the Ganjiang River. Theoretical probability distribution functions (PDFs) for drought characteristics, including duration and severity, were derived using statistical properties of annual runoff. The return period, defined as the mean interarrival time of drought events surpassing a certain severity threshold, was computed and validated through Monte Carlo simulation. Results demonstrate that deriving return periods of hydrological drought events using PDFs of drought duration and severity establishes a robust statistical basis with credible accuracy. The proposed method partially mitigates sample bias in estimating drought return periods based on limited observed hydrological series, offering a novel approach to assessing future drought risk.
  • WANG Yu-xiao, LIU Bo, WANG Wen-peng , WU Guang-dong, ZHANG Tian-yu, SUN Ying-ying
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 76-83. https://doi.org/10.11988/ckyyb.20230047
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    The Three Gorges Interval (TGI) accounts for 5.6% of the upper Yangtze River basin area. However, floods originating from this region constitute over 10% of the floods in the Three Gorges Reservoir (TGR). Hence, heavy rainfall-induced flood is an important factor that must be taken into consideration in ensuring reservoir flood control safety. Based on TGR inflow data during 2007-2011 and flow data from upstream Cuntan and Wulong stations, we developed a HEC-HMS flood simulation model to examine the correlation between rainstorm floods in the TGI and inflow floods into the reservoir. We proposed an interval flood modeling scheme based on classified parameter adjustment and staged testing according to flood sources: for floods primarily driven by upstream inflows, the flood confluence parameters were calibrated; for floods predominantly influenced by regional precipitation,the flow yield parameters were calibrated. To validate the model, we compared simulated flood processes post-2012 with operational records of the TGR, demonstrating model accuracy with the relative errors of peak flow rate in calibration and verification periods within ±20% and peak time errors below 3 hours. Comparisons with Three Gorges Project (TGP) operation records confirmed the model’s suitability for simulating post-2012 TGR flood processes. Examining the flood event on June 26, 2016, as a representative case, we observed a significant 27.2% contribution rate of flood peak within the reservoir, with a peak time advance of 16 hours. These findings facilitate understanding TGR flood impacts and serve as a technical reference for flood modeling schemes within the basin region.
  • Hydraulics
  • HAN Lei, LÜ Chun-wei, WANG Zheng-jun, ZHANG Shuai-kang, LI Yang
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 84-90. https://doi.org/10.11988/ckyyb.20230214
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    The head angle of baffle and guide plate of vertical slot fishway affects the water flow structure in the pool chamber. Based on the the RNG k-ε equation, we investigated the hydraulic characteristics of vertical slot fishway by altering the head angles of the baffle and guide plate at upstream and downstream faces in numerical simulation. By comparing water flow patterns, flow velocities, and turbulent kinetic energy data in the pool chamber under varying head angles, we obtained a suitable design for the fishway baffle. The results indicate that as the upstream head angle of the baffle and guide plate increase, the main flow gradually approaches the side wall. When the main flow is unaffected by the side wall, the flow velocity decreases in general. Specifically, the upstream angle of guide plate exerts a more pronounced impact on flow structure in the chamber. These findings offer valuable data to support fishway optimization design.
  • SHAN Min-er, LIU Xin, LI Ying, ZHANG Wei, CHEN Yi-jun, LEI Xue-ting
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 91-97. https://doi.org/10.11988/ckyyb.20230106
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    Estimating the maximum stable navigation depth of waterway is a prerequisite for optimizing the utilization of water depth resource. Enhancing the process of calculation holds significant importance in evaluating waterway depth potential. To ascertain the maximum stable waterway depth of Chenglingji-Wuhan section of the middle reach of Yangtze River, we refined the processes of calculating river phase relationship parameter, waterway depth correction coefficient, and split ratio in the estimation method. In consideration of both branching and non-branching river sections, we determined the maximum stable waterway depth of Chenglingji-Wuhan section under various flow rates and river widths. Key findings include: 1) The process of calculating stable waterway depth can be simplified and improved by establishing the empirical relations of flow rate Q against river phase coefficient α, shape coefficient k, river phase index β, and river width B. 2) At a design navigation guarantee rate of 98%, the stable waterway depths of Chenglingji-Wuhan section based on natural endowments are 5.98, 5.64, and 5.30 meters for navigation widths of 150, 200, and 250 meters, respectively. At a flow rate of 20 000 m3/s, the stable waterway depths with the same navigation widths are 12.56, 11.89, and 11.22 meters, while for a flow rate of 30 000 m3/s, these values are 16.81, 16.16, and 15.49 meters.
  • Rock-Soil Engineering
  • ZHENG Gang, WANG Yu-ping, CHENG Xue-song , YU Di-hua, HUANG Xiao-cheng, LI Xin-hao
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 98-105. https://doi.org/10.11988/ckyyb.20230171
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    Inclined pile support has notably extended the applicable depth of unsupported retaining structures, boasting advantages such as cost-effectiveness, ease of construction, environmental friendliness, and precise deformation control. However, current researches focus on single row inclined piles, while research on the testing, theory, and application of inclined double-row pile support remains limited. We conducted field experiments to assess excavation supported by double-row piles with the front row inclined. Additionally, employing the finite element method, we investigated the underlying working mechanisms from three aspects: the front-row inclined double-row piles, the connecting beam on top of piles, and the soil interaction among piles. We further examined the impact of pile length and row spacing on the deformation characteristics of inclined double-row piles. Our findings indicate a marked enhancement in the supportive capabilities of front-row inclined double-row pile compared to traditional vertical double-row piles. The front-row inclined double-row piles primarily serve as diagonal bracing, while the beams connect the piles and the crown beam into a spatially rigid frame. Soil between the piles enhances pile-soil friction, effectively mitigating deformation in inclined double-row piles.
  • CHEN Jun, HUANG Yang , XIANG Chuan , LONG Yu
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 106-113. https://doi.org/10.11988/ckyyb.20230042
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    To investigate the efficacy of immobilized microorganism technology in remediating cadmium (Cd) contamination in red clay and its impact on environmental pollution, we conducted a series of basic physical tests, unconfined compressive strength tests, toxic leaching tests, and heavy metal extraction tests. Activated carbon served as the carrier with Bacillus pasteuri as the strain. Results revealed Bacillus pasteuri’s robust cadmium ion tolerance. Compared to either microorganism or activated carbon alone, immobilized microorganism exhibited superior remediation efficacy. Unconfined compressive strength of soil containing 14% activated carbon and microorganisms reached 229.7 kPa, a 174.4% increase over cadmium-contaminated soil. Within 21 days, cadmium leaching concentration in soil containing 10% activated carbon and microorganisms decreased to 0.002 mg/L, down by 99.8% compared to Cd-contaminated soil samples. After remediation, cadmium in soil transitioned from a weak acid state to reducible and residual states. In summary, immobilized microorganism technology demonstrates effective remediation of cadmium-contaminated red clay, particularly at a 10% activated carbon concentration. These findings offer valuable insights for addressing cadmium pollution in red clay in Guizhou Province.
  • WANG Hua-jun, MA Yong-zheng, QING Cui-gui, YE Wen-ya, LI Chun-guang, ZHAO Yong-bo
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 114-121. https://doi.org/10.11988/ckyyb.20230046
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    The impact of the weakened long-term durability performance on the stability of in-service slopes was studied. Initially, a mechanical performance degradation model was developed for slope support structures based on the classical durability principle of concrete structures. This model was validated using results from indoor durability accelerated tests. Subsequently, the algorithm for anchor elements connecting blocks with different displacement modes was investigated and expanded based on the Hybrid Discontinuous Deformation Analysis (HDDA) method. Utilizing this HDDA method in conjunction with the finite element method for comparison, a computational framework for analyzing weakened in-service slope stability was established. By applying the aforementioned method, a case study involving a highway slope in Zhejiang Province was conducted. The findings revealed that, under given environments, the slope support structures may experience rusting, cracking, and eventual fracture failure within 30-60 years. Assuming that the ultimate bearing capacity of anchor rods remains intact, the slope safety coefficient decreases over time. Taking into account the progressive durability deterioration and fracture of the anchor rods, there is a significant reduction in the slope safety coefficient, necessitating preemptive reinforcement measures to meet safety requirements. Furthermore, the results highlight the flexibility of the HDDA method in modeling and achieving reasonable outcomes, indicating its potential for further practical applications.
  • ZHANG Jie-ya, YANG Fan, CAO Jia-wei, DONG Xiao-qiang
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 122-129. https://doi.org/10.11988/ckyyb.20230188
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    In order to reduce cement usage by effectively utilizing the cementitious activity of industrial solid waste, we added three types of industrial waste in combination (red mud, calcium carbide slag, and phosphogypsum) to partially replace cement as curing agent to prepare solidified soil specimens. We designed two proportions (10% and 20%) of total curing admixture, in which the industrial waste combination substituted different amounts (35%, 45%, and 55%) of cement; and in the meantime, we set pure cement-solidified soil as control group. Through tests, we investigated variations in the strength, electrical resistivity, impermeability, and pH value of leachate of the solidified soil specimens with varied mix ratio. Furthermore, we employed the SEM, FTIR, and XRD spectra to unveil the microscopic mechanism of solidifying soil specimens with industrial waste in combination with cement. Findings indicate an optimal substitution rate of industrial waste for cement. When the total curing agent content is 10% or 20% and the industrial waste percentage is below 45%, mechanical properties surpass those of pure cement-solidified soil. However, when industrial waste percentage reaches 55%, mechanical strength falls below that of pure cement solidified soil. Moreover, higher total curing agent content and aging duration lead to increased strength. The non-destructive resistivity testing method accurately predicts strength. The pH value of leachate decreases over time and remains lower than that of pure cement-solidified soil, consistently remaining below the corrosivity threshold at different dosing levels and aging stages. Solidified soil specimens with both industrial waste and cement demonstrates enhanced impermeability compared to the pure cement-solidified ones. Microscopic analyses reveal the formation of hydration products including calcium aluminate, hydrated calcium silicate, and calcium carbonate in the solidified soil. Incorporating ternary industrial waste generates more cementitious materials, resulting in a denser structure.
  • LI Cheng, ZHANG Yong-jin, ZENG Ke, XU Xing-qian, QU Xin
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 130-135. https://doi.org/10.11988/ckyyb.20230560
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    The rapid calculation of seismic stability of rock slopes remains a prominent and challenging focus among scholars. Historically, the chart method has been predominant in acquiring safety factors to swiftly evaluate the seismic stability of such slopes. However, approaches for promptly determining the critical acceleration of rock slopes are in lack. Establishing a model for critical acceleration is a prerequisite for computing the permanent displacement of slopes. To address this issue, we present a novel approach for swiftly computing the critical acceleration of rock slopes by employing the finite element limit analysis method (mean bound solution) and the generalized Hoek-Brown strength criterion. We obtained the diagram of critical acceleration based on 1 960 case calculations via numerical simulations for a generalized rock slope. Subsequent to two fitting statistical analyses, we derived a functional relationship between the critical acceleration of rock slopes and their geometric attributes and strength parameters. Comparisons of the results of the proposed method with those of the Newmark model and numerical solutions demonstrate that the computational accuracy of the proposed method aligns more closely with numerical solutions compared to the Newmark model. The developed method for calculating permanent displacement in rock slopes proves efficient and convenient. It not only facilitates the rapid assessment of seismic stability for individual slopes but also offers technical support for calculating permanent displacement across a large number of slopes on regional scale.
  • YANG Tao, JIANG Hai-bo, ZHAO Hai-jiao
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 136-142. https://doi.org/10.11988/ckyyb.20221706
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    To investigate crack evolution characteristics and strength degradation patterns of expansive soil channel slopes subjected to dry-wet cycles, we conducted cyclic dry-wet tests on expansive soil with varied compactness from a channel in northern Xinjiang. Surface crack parameters were extracted using image processing technology, while shear strength was determined via direct shear testing. The relationship between cohesion and crack rate was analyzed. Our findings indicate that, under cyclic drying and wetting, cohesion decay accelerates with higher compaction, while internal friction angle generally decreases. The increase in crack rate slows as compaction rises. The relative crack area initially increases, followed by a decrease. Finally, we established a relationship between cohesion and surface crack rate through fitting. This enables the calculation of expansive soil’s cohesive force based on its surface crack rate. The research findings provide crucial insights into understanding the instability and failure of expansive soil channel slopes under severe dry-wet fluctuations.
  • Engineering Safety and Disaster Prevention
  • GAO Zhi-liang, TIAN Ling-yun, PANG Lei , CHU Chuan-qi
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 143-149. https://doi.org/10.11988/ckyyb.20230022
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    The aim of this research is to explore the impact of the 6.8 magnitude earthquake in Luding County,Ganzi Prefecture of Sichuan Province on Dagangshan High Arch Dam on September 5,2022. According to the monitoring data of 21 earthquake sensors installed across the dam body and its foundation,we analyzed the time and frequency domains of the seismic recordings from the Luding earthquake to unravel the dynamic response patterns of Dagangshan High Arch Dam during the earthquake. Findings reveal substantial displacements and accelerations along the dam crest and the abutments on both sides. Notably,the highest recorded acceleration peak,reaching 576.6 cm/s2,was found at the No.6 dam section atop the crest. The seismic impact on Dagangshan High Arch Dam manifests prominently within the frequency spectrum of 0.5 to 8 Hz. Moreover,the dam’s towering stature accentuates ground motion response,particularly amplifying peak accelerations along the riverbanks. Post-earthquake assessment indicates the dam’s operational stability with minimal impact on its overall integrity. However,vigilance is warranted for the dam abutments and adjacent slopes,necessitating meticulous observation and maintenance measures.
  • LI Ming-liang, LÜ Mei-jie, HOU Meng-yuan, ZHU Hao
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 150-155. https://doi.org/10.11988/ckyyb.20230595
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    In addressing the substantial data volume within landslide monitoring databases and the lengthy processing times due to multiple database scans required for association rule analysis, we introduce the Eclat association rule algorithm into landslide monitoring data mining. This approach involves analyzing the deformation of the Bazimen landslide using the K-means clustering method and the Eclat algorithm. Through comprehensive investigation, we identify six factors from rainfall monitoring values and reservoir water level monitoring values for data mining and analysis. By uncovering the correlations of three rainfall factors and three reservoir water level factors with the displacement of multiple measurement points in the Bazimen landslide, we extract eight association rules with a high confidence level from all excavated correlation rules derived from the spatiotemporal monitoring big data of the Bazimen landslide. This analysis reveals effective information of rainfall and water level influencing landslide movement. The findings indicate the potential widespread applicability of this data mining method due to its high accuracy in monitoring data research, particularly in the analysis and prediction of accumulation landslides within reservoir areas.
  • Hydraulic Structure and Material
  • YAO Wei-jing, HAN Jin-xiu, FANG Ran, PANG Jian-yong
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 156-163. https://doi.org/10.11988/ckyyb.20230006
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    Utilizing an orthogonal experimental design, we evaluated the primary properties of 16 groups of thermal insulation concrete mixed with straw, polypropylene fiber and glazed hollow beads as well as three groups of concrete mixed with merely glazed hollow beads. Further variance and range analysis examined the impact of three significant factors on the compressive and splitting tensile strengths of cubic specimens. The three factors include: volume fraction of straw powder (VS), sand-replacing glazed hollow bead ratio (VG), and volume fraction of polypropylene fiber (VP). Our findings reveal that incorporation of glazed hollow beads enhances the concrete’s thermal insulation properties and workability yet results in diminished strength. Notably, glazed hollow beads significantly reduce the compressive strength of concrete, with observed maximum losses reaching 24.64%. Meanwhile, the impacts of straw powder and polypropylene fiber on compressive strength proved to be minimal and can be neglected. In contrast, polypropylene fiber markedly reinforces the tensile strength, inducing a maximal increase of 16.72% and a substantial improvement in the tension-to-compression ratio. Regression analysis of the experimental outcomes facilitates the development of predictive models for both compressive and tensile strength of the concrete mixed with straw, polypropylene fiber and glazed hollow beads, yielding promising predictions.
  • MA Chao, YAO Zhao-long, YANG Zhao, WANG Xin-long, JIANG Dao-dong
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 164-170. https://doi.org/10.11988/ckyyb.20221695
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    To address the challenge of steel slag disposal, characterized by large quantities and low utilization rates, we prepared a green, low-carbon cement-based material with optimized mechanical properties by substituting part of the cement with steel slag ground into micro-powder and combined with silica fume. We conducted experimental studies on the rheological behavior, early hydration exotherm, strength, and water absorption of the prepared composite cement-based material system at various proportions. Our key findings are as follows: 1) Steel slag powder particles exhibits a less angular and flaky micro-morphology. When replacing 15% of the cement, steel slag powder effectively enhances matrix consistency, slightly reduces strength, and significantly decreases early hydration heat release by 8.8%, which is beneficial to the control of early temperature-induced cracking.2) Incorporating silica fume notably decreases the material’s plastic viscosity and pumping pressure. For applications requiring long-distance pumping, such as mass concrete or high-performance concrete, silica fume content should be limited to 5%. Additionally, silica fume’s space-filling effect and pozzolanic reaction enhances the material’s compactness and substantially improves strength. In summary, cement-based material incorporating 15% steel slag powder and 5% silica fume not only enhances pumping performance, strength, and durability but also mitigates early hydration heat release, demonstrating promising engineering applications.
  • WANG Chen-xia, WANG Jin-xu, WANG Yu-fei, LIANG Wei-guo, SU Tian, CAO Fu-bo
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 171-177. https://doi.org/10.11988/ckyyb.20230063
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    To investigate the impact of silica fume on the microstructure and salt frost resistance of recycled concrete in the Hetao saline-alkali area of Inner Mongolia, we prepared recycled concrete (RAC) with varying silica fume content for cyclic salt freeze-thaw tests, chloride ion permeation resistance tests, and scanning electron microscopy (SEM) analysis. Our findings reveal that the microstructure of RAC becomes denser due to the influence of spherical silica fume particles. This leads to an initial decrease followed by an increase in the mass loss rate, cubic compressive strength loss rate, and chloride ion mobility coefficient of RAC with rising silica fume content. However, the relative dynamic elastic modulus of RAC with 10% and 15% silica fume content shows minimal disparity after salt-frost cycles. Overall, the optimal salt-frost resistance is achieved when silica fume content is at 10%. In the RC10 group, the mass loss rate, cube compressive strength loss rate, and chloride ion mobility coefficient are only 54.3%, 50.3%, and 49.81% of those of RC0 group respectively after 90 salt-frost cycles. Additionally, we developed a freeze-thaw damage model accounting for silica fume content and freeze-thaw cycle number to predict the service lifespan of RAC in saline-alkali regions of Inner Mongolia.
  • Special Column on Innovative Development of Yangtze River Governance and Protection: Academic Symposium of the 20th Anniversary of Three Gorges Project Operation
  • DUAN Wen-gang, HU Han, HOU Dong-mei
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 178-186. https://doi.org/10.11988/ckyyb.20240016
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    In recent years, incidents of damage to high dam discharge structures have become increasingly frequent. The Three Gorges Dam, boasting the world’s highest discharge volume and falling head, commands unparalleled discharge power, making its discharge safety a matter of great concern. Drawing upon hydraulic prototype observations and model tests conducted since its impoundment in 2003, we examine seven pivotal factors affecting discharge safety: discharge structure layout, discharge capacity, dynamic pressure, flow cavitation, aeration, ventilation wind speed, cavitation wear, as well as energy dissipation and erosion prevention. In accordance with relevant technical standards and engineering experiences, we propose a comprehensive method for evaluating flood discharge safety tailored to high dams, outlining both qualitative criteria and quantitative thresholds. Our findings demonstrate the rationality of discharge structures of the Three Gorges Dam. The actual discharge aligns well with design values. The spillway structure sees no cavitation wear. In conclusion, over the two decades of operation, the drainage structures and energy dissipation zones of the Three Gorges Dam have operated reliably, ensuring the safety and efficacy of flood discharge operations.
  • ZOU Hong-mei, YANG Cheng-gang, YUAN Jing, DONG Bing-jiang
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 187-192. https://doi.org/10.11988/ckyyb.20231380
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    Vulnerable riverbank slopes are prone to collapses and thus represents weak links of the Yangtze River flood control system.The evolution of vulnerable riverbank slopes directly impact levee stability and flood control safety.Based on a decade of observations of vulnerable sections of the middle reach of Yangtze River,we investigate the evolution patterns of vulnerable riverbank slopes and explore how water and sediment conditions,regulatory projects,and soil composition influence riverbed dynamics.Findings reveal that river regulation projects notably influence the stability of the near-bank riverbed,with a tendency towards bank slope stabilization being a prevailing trend.However,approximately one-third of the vulnerable sections exhibit a continued erosion steepening,attributed to local river regime adjustments.Vigilant monitoring and corresponding protective measures are thus imperative.These research outcomes hold significant implications for analyzing and projecting the development trend of key riverbank sections in the middle reach of Yangtze River and optimizing observation site layouts for these critical sections.
  • ZHU Di, CUI Fu-ning, BU Hui, WANG Lin, WANG Han
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 193-199. https://doi.org/10.11988/ckyyb.20231386
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    The Three Gorges Reservoir, impounded since 2003 for 20 years, has played a crucial role in flood prevention, hydropower generation, navigation, water resource utilization, and ecological environmental protection. However, its operation has also impacted downstream hydrological regimes. We analyzed daily runoff and water level data from the Yichang hydrological station spanning from 1950 to 2022. Applying the MASH (Moving Average over Shifting Horizon), Sen slope, and IHA/RVA methods, we quantitatively assessed the alterations in hydrological regimes following the Three Gorges Reservoir operation. Findings revealed significant trends in moving-average runoff, with increases during January-May and decreases during September-November, as well as decreasing moving-average water levels from June to December. Fourteen IHA (Indicators of Hydrologic Alteration) showed substantial alterations, resulting in an overall alteration of 63.52%, classified as moderate. The Three Gorges Reservoir notably enhanced the median values of annual minimum flow components and the number of flow reversals while decreasing the median values of annual maximum 1-day flow through streamflow regulation. These adjustments reflect the reservoir’s multifaceted benefits for flood control and hydropower generation. The research outcomes offer valuable insights for managing water resources within the Three Gorges Reservoir.
  • CHEN Jin-feng, ZENG Ling, LI Yu, LIU Xiu-lin
    Journal of Changjiang River Scientific Research Institute. 2024, 41(6): 200-206. https://doi.org/10.11988/ckyyb.20231372
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    In this study we examine the annual and interannual variations of water temperature and analyzes temperature trends along the river course, and particularly discuss the impact of cascade reservoir operations on water temperature based on measured data of natural water temperature in the upper reaches of the Yangtze River, including hydrological stations of Panzhihua, Huadan, Pingshan, Zhutuo, and Cuntan, as well as locations upstream of Xiluodu and Xiangjiaba dams. Results indicate that peak monthly mean water temperatures across the five stations typically occur in July and August, while the lowest temperatures are recorded in January. Affected by the release of colder water from the reservoirs, both annual mean and extreme temperatures downstream of dam are lower compared to those upstream. Downstream the Xiluodu Dam, temperatures are, on average, 0.6 ℃ cooler than that upstream, and maximum temperatures are approximately 3.5 ℃ lower. Similarly, temperatures downstream the Xiangjiaba Dam are, on average, 0.6 ℃ cooler with maximum temperatures around 1.6 ℃ lower. Notably, Pingshan, Zhutuo, and Cuntan stations experience water temperature rises in winter and decreases in summer. Furthermore, annual average water temperature after reservoir construction are higher than that before construction, with the magnitude intensifying downstream; annual maximum temperatures after reservoir construction are generally lower than those before construction, while the magnitude of decrease diminishes downstream. Conversely, annual minimum temperatures tend to be higher post-construction compared to pre-construction levels.