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01 July 2024, Volume 41 Issue 7
    

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  • Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 0-0.
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  • Special Contribution
  • YUAN Jing, YANG Cheng-gang
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 1-7. https://doi.org/10.11988/ckyyb.20240151
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    The scheduling for sediment discharge from the Three Gorges Reservoir (TGR) is a crucial technical issue influencing its safe operation and overall benefits. Based on long time series measured water and sediment data and reservoir operations, we expound the water and sediment characteristics in TGR during flood season, the sediment peak forecasting techniques and sediment reduction scheduling strategies in practice. Results indicate that after 2012, the flood season runoff in TGR constituted 45% of the annual total runoff, while sediment transport during this period reaching 84%. The proportion of sediment transport during each flood event notably increased, highlighting an asynchronous pattern between water and sediment transport. Leveraging real-time monitoring data, we built a sediment forecasting system integrating multi-form boundary prediction model and reservoir water-sediment transport model. This system forecasts the time of sediment peak arriving dam and the corresponding sediment load, offering technical support for sediment reduction dispatch during flood season. Successful operational tests of sediment peak discharge in TGR have yielded expected outcomes, significantly increasing sediment discharge ratios within the reservoir. During each flood event, sediment discharge ratios ranged from approximately 27% to 39%.
  • Comprehensive Management Of River Basin
  • DENG Rui, DENG Zhi-min, WANG Meng, LI Fei, LIU Yang-yang, XIAO Yang, LI Ya-jun
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 8-15. https://doi.org/10.11988/ckyyb.20230088
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    The Ministry of Water Resources in 2022 issued the List of Major Drinking Water Sources in the Yangtze Basin,laying a crucial foundation for water resource protection and management in the region.Guiding the protection of these vital drinking water sources is a legal responsibility assigned to water administration departments by the Water Law of the People’s Republic of China and the Yangtze River Protection Law.This duty is essential for ensuring the safety of water supply in the basin.By examining the current state of protecting and managing major drinking water sources in the Yangtze River Basin,we aim to address existing issues such as the inadequate access and withdrawal mechanisms for the water source list,the deficiencies in the safety assessment system,and the insufficient funding mechanisms.Proposed long-term strategies include enhancing the water source security planning system,standardizing the management of the water source list,improving water source security assessments and protections,and implementing rigorous evaluations of water source protection measures.The findings of this research hold significant importance for fulfilling the protection mandates outlined in the Water Law and the Yangtze River Protection Law,adhering to the principles of green development in the Yangtze River Economic Belt,ensuring the Great Protection of the Yangtze River,as well as advancing the establishment of a robust,long-term supervision and management mechanism for major drinking water sources in the Yangtze River Basin.
  • Water Resources
  • ZHANG Dai-feng, CUI Dong-wen
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 16-24. https://doi.org/10.11988/ckyyb.20230272
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    Accurate prediction of daily inflow runoff is crucial for optimizing reservoir operation. To enhance the precision of daily inflow runoff forecasting, a prediction model integrating Wavelet Packet Transform (WPT), Dung Beetle Optimizer (DBO),Giant Trevally Optimizer (GTO), and Mud Ring Algorithm (MRA) optimized Randomized Extreme Learning Machine (RELM) is proposed and applied to forecasting daily inflow runoff in the Three Gorges Reservoir. Initially, WPT is utilized to decompose the daily runoff time series into a periodic term component and a fluctuation term component. Subsequently, by employing DBO, GTO, and MRA to optimize the input layer weights and hidden layer bias of RELM, the WPT-DBO-RELM, WPT-GTO-RELM, and WPT-MRA-RELM models are established. These models are then employed to predict and reconstruct the periodic and fluctuation components of daily inflow runoff. Comparative models such as WPT-DBO-ELM, WPT-GTO-ELM, and WPT-MRA-ELM based on Extreme Learning Machine (ELM), as well as WPT-DBO-BP, WPT-GTO-BP, and WPT-MRA-BP based on BP neural network, along with unoptimized WPT-RELM, WPT-ELM, and WPT-BP models and undecomposed DBO-RELM, GTO-RELM, and MRA-RELM models are utilized for analysis. Results indicate that: 1) The mean absolute percentage error (MAPE) of WPT-DBO-RELM, WPT-GTO-RELM, and WPT-MRA-RELM models for predicting the daily inflow in Three Gorges Reservoir is 0.512%, 0.519%, and 0.762% respectively, with Mean Absolute Error (MAE) of 54.05 m3/s, 55.97 m3/s, and 86.76 m3/s, Root-Mean-Square Error (RMSE) of 84.99 m3/s, 84.81 m3/s, and 128.18 m3/s, a determination coefficient ≥0.999 4, Theil Inequality Coefficient ≤0.005 17, showing superior prediction accuracy and generalization ability when compared to the other 12 models. 2) DBO, GTO, and MRA effectively optimize the parameters of RELM networks and enhance prediction performance. 3) Incorporating a regularization term in RELM prevents overfitting, boosts model generalization ability, and outperforms ELM and BP networks. 4) The proposed models exhibit high prediction accuracy, low computational complexity, proving to be efficient for estimating daily inflow runoff time series.
  • WANG Hui, CHEN Xin, RU Jing-yu, CHEN Shao-mei, LIU Wei, YAN Chang-an
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 25-33. https://doi.org/10.11988/ckyyb.20230181
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    To investigate the precipitation structure evolution in plateau mountainous cities during urbanization, exemplified by Kunming City, we employed the Mann-Kendall test and R/S analysis to quantitatively examine the evolving characteristics of various precipitation structures and urbanization impacts. Results revealed the following: (1) Between 1960 and 2017, Kunming City exhibited a decreasing trend in annual precipitation and frequency, albeit an increasing trend in precipitation intensity. Notably, two distinct high-precipitation zones appeared in the main urban area and downwind region of Kunming. (2) Nighttime and daytime precipitation occurrences were comparable, with slightly stronger contributions and intensities observed during nighttime. Heavy nighttime precipitation events exhibited a trend of escalation. Summer and autumn dominated the yearly precipitation, with intensities in these seasons on the rise. As precipitation grades increased, the occurrences decreased exponentially, contribution rates changed quadratically, and intensity increased linearly. The transition from diminishing weak precipitation events to escalating heavy ones characterized the change of precipitation grade structure. (3) Urbanization exerted varying impacts on annual precipitation, frequency, and intensity, with respective RCU of 10.62%, -0.91%, and 11.32%. Urbanization bolstered annual precipitation and intensity while tempering frequency, primarily through diminished winter precipitation days and light rain days. Urbanization disrupted diverse precipitation structures, concentrating heavy precipitation in summer, autumn, and nighttime, diminishing light events, and markedly intensifying extreme heavy precipitation occurrences.
  • LI Hong-de, DONG Xiao-tao, LI Qiao-ling
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 34-40. https://doi.org/10.11988/ckyyb.20230577
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    To examine dynamic soil moisture variations near the Wuqiangxi Reservoir dam, a soil moisture monitoring station within the area was selected as study focus. The measured daily rainfall and evaporation data were used to drive the HYDRUS-1D model for estimating soil hydraulic parameters. Subsequent simulations were conducted for soils at depths of 10, 20, and 40 cm to explore soil moisture dynamics and evaluate model performance. Results show a strong agreement (average coefficient of determination R2=0.74, average Nash efficiency coefficient is 0.71) between simulated and observed soil moisture values. Root mean square error ranged from 0.011 to 0.035 cm3/cm3. Soil moisture at 0-10 cm depth exhibited the most sensitive response to rainfall and evaporation, with significant fluctuations. During the main flood season (April to June), soil moisture remained consistently high. From July to December, soil moisture occasionally reached saturation levels due to heavy rainfall, leading to noticeable wet-dry cycles.Simulated values closely matched observed measurements,indicating the HYDRUS-1D model’s precision in dynamically simulating soil moisture, offering an effective approach for studying soil moisture dynamics within the research area.
  • XIE Qing
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 41-47. https://doi.org/10.11988/ckyyb.20230356
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    Assessing water security serves as the foundation for developing, utilizing, and protecting water resources. Enhancing urban water security promotes ecological environmental protection and supports high-quality economic and social development. The DPSR (Driver-Pressure-State-Response) model was employed to construct a water security assessment index system centered on resource, social, and economic security. The entropy weight method was applied to determine index weights. The urban water security of Changsha City as a case study during the 13th Five-Year Plan period was evaluated and analyzed. Results indicate that while the water security of Changsha improved from unsafe level in 2018 to safe level in 2020, the state remains unstable. Consequently, three strategies are proposed to bolster water conservation efforts, improve water quality, and enhance disaster prevention capabilities. In consideration of the costs and effectiveness of these strategies, an optimized approach for enhancing water security in Changsha is recommended: prioritizing water environmental quality, followed by water conservation, and then improving disaster prevention capabilities.
  • Water Environment And Water Ecology
  • ZHENG Pu, XU Xin-fa, XU Xiao-hua, CHEN Xin-yu, ZHANG Ren-gao
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 48-56. https://doi.org/10.11988/ckyyb.20230292
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    Poyang Lake, situated in north-central Jiangxi Province, is the largest freshwater lake in China and connects to the Yangtze River. Given its size and location, the lake’s water ecological security profoundly impacts the entire Yangtze River basin. Chlorophyll-a concentration serves as a crucial indicator of water ecological eutrophication, underscoring the importance of routine remote sensing monitoring. This study focuses on Poyang Lake, using chlorophyll-a as a proxy for eutrophication. By analyzing six years of observation data (2015-2020) and LandSat images, a retrieval model for summer chlorophyll-a concentration in Poyang Lake was developed. This model employs standard modeling techniques and ensures “satellite-ground” coordination to accurately match data. Through correlation analysis between various wavelength bands and chlorophyll-a concentration, the study constructs a robust retrieval model. Verification with six independent datasets yielded a mean R2 value of 0.86, RMSE of 1.01 μg/L, and MAPE of 17.6%. These results validate the efficacy of the method for chlorophyll-a retrieval in Poyang Lake and suggest its potential application as a reference for long-term monitoring of chlorophyll-a in similar inland Class II water bodies.
  • LAN Xiao-ji, HE Yong-lan, WU Shuai-wen
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 57-63. https://doi.org/10.11988/ckyyb.20230244
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    Excessive nitrogen, phosphorus, and permanganate in aquatic environments can lead to significant watershed pollution. Accurately predicting the levels of these indicators is crucial for effective pollution control. However, existing models often lack precision, and the selection of input factors lacks a mathematical basis. In this study, we propose a RF-BiLSTM hybrid network model focusing on the Yongjiang watershed as a case study. Leveraging the ability of RF (random forest) to extract optimal water quality index characteristics and the capacity of BiLSTM (bidirectional long-short-term memory) to capture temporal data patterns, our model employs dimensionality reduction followed by prediction to forecast TN, TP, and CODMn concentrations. Additionally, we conduct comparative analyses with benchmark models such as CNN, LSTM, BiLSTM, and RF-LSTM within the deep learning framework. Results demonstrate that our proposed model achieves lower mean absolute percentage errors (MAPE) for TN, TP, and CODMn at 4.33%, 6.781%, and 7.384%, respectively, outperforming other benchmark models. These findings indicate the high accuracy and practical utility of our predictions, offering valuable technical support for water pollution management.
  • WU Bi, LI Yun-cheng, FAN Hao, WANG Meng, LI Fei, XIAO Yang, LI Ya-jun
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 64-71. https://doi.org/10.11988/ckyyb.20230298
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    Quantitatively analyzing changes in the pollution bearing capacity of rivers under varying hydrological and water quality conditions holds significant practical importance for water resource protection and pollution control within a basin or region. This study focuses on the Sanduizi-Lazha section of Panzhihua City, located at the tail of the Wudongde Reservoir on the Jinsha River. We examined the impact of hydrological and water quality conditions on ammonia nitrogen bearing capacity of the river reach. Results indicate that when the flow rate at Sanduizi section ranges from 900 to 2 000m3/s, and ammonia nitrogen concentrations range from 0.10 to 0.50 mg/L, the ammonia nitrogen bearing capacity in this section varies from 235.12 to 4 670.38 t/a. Changes in flow rate and ammonia nitrogen concentration in the Sanduizi section show a linear correlation with ammonia nitrogen bearing capacity. Specifically, under low flow rates and ammonia nitrogen concentrations, the comprehensive variation in ammonia nitrogen bearing capacity ranges from 0.86 to 64.23 t/a, with hydrological factors predominantly influencing these changes. Conversely, under high flow rates and ammonia nitrogen concentrations, the comprehensive variation ranges from -105.34 to -1.84 t/a, with water quality factors primarily driving these variations. These findings offer insights and guidance for water resource protection and pollution control strategies within river basins or regions.
  • Water-Related Disasters
  • HUANG Man-li, WU Feng-yan, WENG Chao-hui, DING Jun-zhi, MA Wan-li, HUANG Yong, XU Jing, LI Hai-jian
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 72-78. https://doi.org/10.11988/ckyyb.20240094
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    This paper aims to investigate key issues related to simulating floods from hilly to plain areas due to human activities and propose corresponding solutions and models. These issues encompass the uneven spatial distribution of rainfall within the basin, substantial differences in runoff generation and convergence between hilly and plain areas, and complex boundary conditions influenced by water conservancy engineering construction and scheduling. To address these issues, the Hanbei River basin is divided into 11 units as a case study. The uneven spatial distribution of rainfall is tackled by analyzing the spatial distribution of extreme rainfall events in each unit. Calibration of each unit’s hydrological model parameters is conducted based on its underlying surface conditions using the API model, thereby improving the model’s fit to the actual conditions and addressing the significant differences in runoff generation and convergence between hilly and plain areas. The model incorporates the impacts of human activities such as river diversion, reservoirs, flood storage areas, sluices, pump stations construction, and scheduling, as well as land use, into the physical model and runoff simulation. This integration enables the construction of a runoff system that accurately reflects actual scheduling scenarios. The NSE values of simulated peak flows for all scenarios exceed 0.85, indicating strong agreement between simulated and measured values for peak flow, water level, and peak time.
  • FENG Gang, HUANG Qiang, FANG Wei, LI Pei, ZHENG Xu-dong, YANG Cheng
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 79-86. https://doi.org/10.11988/ckyyb.20230228
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    Flood disasters are highly frequent and strongly destructive. Risk assessment reveals high-risk hotspots and their driving factors, aiding in the establishment of a scientific and efficient flood control and disaster reduction system. This study focuses on the Xunjiang Flood Control Protection Area in the Pearl River Basin. Initially,the HEC-RAS hydrodynamic model was constructed to extract maximum flow velocity and water depth for flood risk evaluation. Subsequently, the exposure and vulnerability of affected populations were assessed by using the AHP and entropy weight methods in consideration of factors including population density, GDP, and land use. Finally, flood risk was quantified, and spatial-temporal changes were analyzed. Results indicate that the hydrodynamic model achieves an average accuracy exceeding 0.80, with a false positive rate below 0.28. Medium to high-risk zones in the Xunjiang Flood Control Protection Area exceed 5.20%. From 1997 to 2017, risks of various levels displayed an increasing trend. Notably, nearly 46.69% of medium to high-risk zones exhibited significant upward trends. These findings support informed decision-making in flood risk management practices.
  • Hydraulics
  • FU Cheng-hua, XIE Mei-ling, WU Yi-jie
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 87-93. https://doi.org/10.11988/ckyyb.20230213
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    Fishways are vital passages ensuring fish reproduction and survival and safeguarding migratory aquatic organisms passing through barriers like dams and sluices. The RNG k-ε model is employed for numerical simulations of vertical-slot double-pool fishway and traditional vertical slot fishway (VSF). Hydraulic characteristics are compared and analyzed. Compared to traditional VSF, the vertical-slot double-pool fishway exhibits more mainstream zones and stable backflow zones, and the maximum and average flow velocity at each slot are less than half of those of traditional VSF, with three evenly distributed mainstream zones and a 3% higher integrated velocity decay rate. As an advanced VSF design, the vertical-slot double-pool fishway has optimized hydraulic features, offering valuable insights for fishway engineering.
  • GAO Xue-ping, WEI Nan-jiang, LIU Yin-zhu
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 94-102. https://doi.org/10.11988/ckyyb.20230242
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    The turning section of tunnel elbow directly impacts the hydraulic characteristics at the side outlet. Improper design of elbow parameters easily causes flow separation within the side outlet. Numerical simulations on the side outlet connected to tunnel elbow were conducted using the RSM turbulent flow model to investigate the effects of parameters such as the radius (R) of curvatureof the elbow, the length (L) of straight tunnel downstream the bend, and the turning angle (α) on outlet hydraulics and also to examine the flow dynamics within the tunnel. Results demonstrate that increasing the radius (R) and length (L) significantly enhances the outlet’s hydraulic performance. Specifically, when R≥12D (where D is the tunnel diameter) and L≥16D, flow separation inside the side outlet diminishes. The flow velocity distribution across the barrier section becomes uniform, eliminating backflow zones. These findings offer valuable insights for designing side inlets/outlets in pumped storage power plants.
  • Rock-Soil Engineering
  • YU Yong-tang, SUN Mo, CAO Jing-yuan, ZHU Jian-min, ZHANG Long
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 103-109. https://doi.org/10.11988/ckyyb.20230315
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    To unveil the rainfall infiltration patterns at a loess deep filled site, a monitoring station was established in Yan’an to continuously monitor the soil moisture content within a 28 m depth over 31 months under natural rainfall conditions. The water migration within compacted loess was scrutinized based on rainfall, evaporation, and temperature data. Results indicate that atmospheric influence extends to a depth of 3.5 m. With the change of rainfall and evaporation, soil water content exhibits obvious peaks and troughs and annual trend. At 1.0 m depth, atmospheric influence is more pronounced. Soil moisture content shows slight fluctuations below 29 mm/d daily rainfall, followed by sharp increases beyond this threshold. Greater rainfall intensity and duration lead to deeper water migration and infiltration, with a maximum depth observed between 6.0-7.0 m during the monitoring period.
  • FENG Zhong-ju, WANG Wei, JIANG Guan, WANG Fu-chun, ZHAO Rui-xin
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 110-117. https://doi.org/10.11988/ckyyb.20230224
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    To investigate the stress characteristics of existing bolts and slope stability during secondary excavation in a slope reconstruction and expansion project, we conducted centrifugal test by using self-developed bolt angle support device for model test.The horizontal displacement at the slope’s crest, bolt axial force, and soil pressure throughout the excavation process on a bedding rock slope were examined. The anchoring angles studied were 10°, 20°, 30°, 45°, and 60°, with one bolt per 18 cm and per 12 cm, respectively. Results indicate that under the same anchoring angle, cumulative horizontal displacement at the crest increases nonlinearly with slope unloading, notably exceeding that at the mid-slope. The axial force of bolt exhibits a unimodal distribution, peaking during excavations at slope crest and toe. Peak axial force, near the weak surface, initially declines and then rises with excavation unloading, remaining over 61% of pre-excavation levels. As anchoring angle increases, slope crest displacement initially decreases then rises, while soil pressure follows an inverse trend, suggesting an optimal anchoring angle. We recommend staged slope excavation, with reduced excavation rates at the crest and toe. Slope gradient, rock strata, and weak surface inclination should be considered in anchoring angle design for optimal performance.The research findings are conducive to selecting appropriate support measures in secondary excavation of slopes.
  • LI Zhi-bin, LIU Li-jiao, HUANG Shuai, DING Lin, LIU Yan-jie
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 118-125. https://doi.org/10.11988/ckyyb.20230234
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    In engineering projects of cold regions, the salt-freezing coupling effect often exacerbates the strength degradation of saline soil. We aim to investigate the variations in compressive performance of lime-and-flyash-solidified carbonate soil under freezing conditions. With curing agent dosage, temperature, and loading rate as influencing parameters, we conducted unconfined compression tests on lime-and-flyash-solidified carbonate saline soil and subsequently proposed a damage constitutive model considering temperature and loading rate. Results indicate that lime and fly ash significantly enhance the compressive strength of carbonate soil, altering its stress-strain curve from weak strain softening to distinct strain softening. Optimal curing occurs with the addition of 3% lime and 12% fly ash. Temperature and loading rate markedly affect the compressive strength and elastic modulus of the solidified carbonate soil, with their relationship being expressed as a nonlinear function. Temperature exerts far more larger influence on compressive strength than curing agent dosage and loading rate. The established damage model effectively captures the stress-strain relationship and the variation trend of soil damage variables.
  • WANG Qing-ming, XU Chao, LI Hao-yu, ZHAO Chong-xi, MENG Ya, SHEN Pan-pan
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 126-131. https://doi.org/10.11988/ckyyb.20230358
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    Field test was conducted to examine the structural performance of a mixed geosynthetics reinforced soil (GRS) abutment in the Mingguang to Chaohu Expressway project in Anhui Province. The horizontal stresses behind face slab and pile, horizontal dislacement and settlement of the face slab, and the geogrid strains were examined based on monitoring data collected over 330 days post-construction of the mixed GRS abutment. The impact of geogrid truncation on horizontal stresses was also examined. Results indicated that horizontal stress distribution behind the face slab was non-linear, with maximum values occurring in the middle, while stresses gradually increased towards the bottom due to toe restraint. Geogrid truncation around piles had minimal influence on horizontal stresses. Horizontal stress distribution behind pile was linear along the elevation, with reduced stress on the top due to the presence of cap beam. Furthermore, face slab deformations stabilized within 150-180 days post-construction, with maximum deformations observed near the road’s centerline. Geogrid strain distributed non-linearly along the wall height, demonstrating elastic behavior with shrinkage and rebound under service conditions, indicating the geogrid is far from reaching ultimate strain. Overall, the mixed GRS abutment exhibits minimal deformation, and the monitoring data collected during the service period can inform the design and construction of similar projects.
  • CHENG Hao, XIONG Da-sheng, TANG Hui-ming, ZHANG Shu
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 132-138. https://doi.org/10.11988/ckyyb.20230149
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    The swelling index, a crucial parameter for soil deformation, holds significant importance in the critical state elasto-plastic constitutive model. Unlike the compressibility index, which has been extensively reported in literature, the variation of the swelling index with matric suction has often been overlooked in theoretical studies of unsaturated soil constitutive models. To address this gap, oedometer tests were conducted on remolded silt specimens sourced from Hangzhou, China. Under suction-controlled conditions, utilizing an oedometer equipped with a GDS direct shear chamber, the experimental program comprised three tests conducted at matric suction levels of 50, 100, and 200 kPa. The relationship between matric suction and the swelling index, denoted as κ(s), was established and fitted. Validation was performed by comparison with previous experimental studies. Furthermore, this κ(s) relationship was incorporated into an unsaturated soil-extended Cam-clay elasto-plastic model. An explicit integration with a substepping error control algorithm was implemented within the ABAQUS finite element method (FEM) UMAT subroutine. The numerical modeling results of the silt oedometer tests, coupled with the UMAT subroutine, exhibited high agreement with laboratory tests.
  • LI Hai-tao, REN Guang-ming, FENG Chuan, TANG Yang, WANG Ting, WANG Liang
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 139-147. https://doi.org/10.11988/ckyyb.20230348
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    The aim of this study is to investigate the bearing characteristics of micropile group foundations in plateau mountainous areas under coupled horizontal and vertical loads (combined V-H loads), and to uncover the law of interaction between these loads. On the basis of field tests, FLAC3D was employed to numerically analyze three single load cases (pure vertical compression, vertical uplift, and horizontal load), and to simulate combined V-H loads on micropile group foundations with various load ratios. Results reveal distinct behaviors: 1) Compression and horizontal loading tests exhibit gradual variations, underscored by significant pile cap effects, whereas pullout tests demonstrate abrupt changes. 2) Under combined V-H loads, horizontal loading reduces vertical bearing capacity. Higher horizontal load proportion yields larger pile resistance moment and ultimate friction resistance along pile side, eliminating abrupt changes in the curve of load versus uplift displacement. A critical ratio (n) of vertical load to horizontal load exists, equaling 3.9 under combined compression and horizontal loads and 0.76 under combined uplift and horizontal loads. Beyond these ratios, horizontal bearing capacity weakens or strengthens accordingly. 3) Under combined V-H loads, horizontal bearing capacity varies as a quartic function of load ratio inverse, while vertical bearing capacity varies quadratically. The yield envelope and the unidirectional ultimate load perpendicular line enclose a space divided into “failure” and “safety” zones, distinct from unidirectional load conditions. Optimal solutions exist under load coupling, maximizing the bearing capacity of foundation in all directions.
  • Engineering Safety And Disaster Prevention
  • BEN Yan-qi, YI Wu, WEI Zhao-heng, ZHOU Ying, LIU Wei, DENG Xin-yu
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 148-157. https://doi.org/10.11988/ckyyb.20230139
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    The step-like evolution of landslide represents the fluctuating behavior of landslides influenced by external factors during the isokinetic deformation phase. Step-like landslide is characterized by extended deformation cycles, intricate mechanisms, and challenges in disaster early-warning. By analyzing the deformation-time curves of step-like landslide, we introduced the concept of “one rainfall process” and defined multiple rainfall intervals in the monitoring sequence. Subsequently, we categorized the warning process into two modes: the previous rainfall-plus the current rainfall pattern, and the current rainfall pattern. With cause-time-space as significant indices for landslide warning, we established a holistic landslide early-warning criterion model, and designed a dynamic early-warning system for Landslide No. 1 at Machi Village as a case study. By correlating geological conditions and monitoring data with a profound analysis of deformation evolution patterns and warning thresholds, we observed that: 1) The landslide deformation mode is predominantly traction-related, demonstrating a typical rainfall-triggered step-like behavior. 2) The effective early rainfall duration is 10 days. The rainfall thresholds are 24 mm and 32 mm respectively under the previous plus current rainfall mode, and 37 mm under the current rainfall mode. 3) With the threshold values for rainfall and displacement rate as the Grade III yellow early-warning central boundary, we established a comprehensive dynamic grading early-warning system that transitions from traditional threshold warning to process warning. This shift enhances the precision and efficiency of landslide prediction and management.
  • Hydraulic Structure And Material
  • SHAO Xiao-mei, CHEN Liang, SUN Zheng, ZHOU Lu, LI Juan, ZENG Da-wen
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 158-162. https://doi.org/10.11988/ckyyb.20230254
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    In high-altitude, cold regions, hydraulic structures endure prolonged exposure to intense ultraviolet radiation, extreme temperatures, and freeze-thaw cycles. Consequently, they are more susceptible to cracking, leakage, and deterioration from freeze-thaw cycles, corrosion, carbonation, steel erosion, and other factors compared to lower-altitude regions, significantly compromising project safety. To address this challenge, we investigated the weathering resistance of epoxy mortar through indoor UV wet heat aging, freeze-thaw cycles, and natural aging in Xizang autonomous region. Results revealed that the modified epoxy mortar exhibited resilience, with no cracking observed after 2000 hours of accelerated UV and wet heat aging, retaining a tensile strength of 74%. Moreover, it attained a frost resistance grade of F250. After 960 days of natural aging, minimal color change and no surface powdering were observed. This material was utilized for surface protection and repair in the spillway tunnel stilling pool of the Laluo Water Conservancy Project in Xizang autonomous region. Over four years of service, the modified epoxy mortar demonstrated exceptional resistance to freezing, ultraviolet exposure, and weathering, showcasing promising application prospects for similar projects in high-altitude and cold regions.
  • WEI Tao, ZHANG Jian, ZHANG Da, WU Wei-dong
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 163-167. https://doi.org/10.11988/ckyyb.20230240
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    Two types of modified epoxy resin grouting materials were formulated by incorporating different structured non-ionic surfactant alkynyl glycol into CW slurry. The viscosity, surface tension, contact angle, permeability, and mechanical strength of the cured slurry were investigated. Findings indicate that the addition of surface-active agents has no evident impact on viscosity, compressive strength, or tensile strength of the consolidated slurry. However,surface-active agents enhance the adhesive strength and shear strength, reduces surface tension and contact angle, and improves slurry permeability in clay. Addition of surfactant S1 significantly enhances adhesive strength, tensile shear strength, and permeability in clay by 23.6%, 37.5%, and 109.4%, respectively. Mechanisms underlying surfactant-induced improvements in slurry permeability are preliminarily discussed based on the tests.
  • PAN Cheng , ZHENG Zhi-ming , YANG Yu
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 168-174. https://doi.org/10.11988/ckyyb.20230126
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    Orthogonal tests with four factors at three levels were conducted to investigate the sulfate corrosion resistance of concrete under varying microbial concentration, urea concentration, calcium ion concentration, and coal gangue replacement rate. Subsequently, mechanical testing and sulfate resistance dry-wet cycle experiments were performed on coal gangue concrete specimens. The findings demonstrate that microbial mineralization technology markedly enhances the mechanical properties of coal gangue concrete. Coal gangue replacement rate exerts the largest influence on the strength of coal gangue concrete, followed by bacterial solution concentration, calcium ion concentration, and urea concentration in descending order. Optimal ratios for mechanical properties and sulfate corrosion resistance of microbial mineralized coal gangue concrete are as follows: bacterial solution concentration of 4×108 cells/mL, urea concentration of 0.9 mol/L, calcium ion concentration of 0.2 mol/L, and a coal gangue replacement rate of 30%. The formation of ettringite through sulfate reaction with hydration products primarily accounts for early-stage quality improvement and compressive strength enhancement during dry-wet cycles, and also contributes to later-stage apparent salinization, volume expansion, bulge drop, and strength reduction. This study serves as an experimental foundation for understanding the mechanics and durability of microbial mineralized coal gangue concrete.
  • Special Column On Innovative Development Of Yangtze River Governance And Protection: Academic Symposium Of The 20th Anniversary Of Three Gorges Project Operation
  • DUAN Guang-lei, PENG Yan-bo
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 175-181. https://doi.org/10.11988/ckyyb.20231359
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    The impoundment of the Three Gorges Project (TGP) has altered water and sediment transport dynamics in the downstream channel.Based on series hydrological and river channel topography data, we analyze the evolution of major sandbars and discuss the underlying mechanisms in the Jingjiang River reach after TGP impoundment. Our findings reveal several key points: 1) In the two decades since TGP impoundment, suspended load significantly decreased in the Jingjiang River reach, leading to observable riverbed erosion and retreat of most sandbars, particularly those near the mainstream. 2) In major bifurcations, most branches deposited, with individual branches expanding. 3) Changes in water and sediment downstream of the TGP primarily influenced the retreat of sandbars. 4) Human activities, such as river sand excavation and channel regulation projects, have impacted branch evolution in the Jingjiang River in recent years. 5) Due to ongoing alterations in water and sediment, sandbars are expected to continue their current evolutionary trends over an extended period.
  • TONG Guang-qin, GENG Jun, XU Hua-wei, LIU Ding-ming, QIN Wei-bing, MEI Xiao-long
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 182-189. https://doi.org/10.11988/ckyyb.20231325
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    The Three Gorges Water Conservancy Project, as a pivotal project of China, must leverage advanced data center technology and resources to facilitate storage, computation, and analysis of monitoring data in the existing multi-service system. This enables centralized data management and efficient utilization. We review the current state of the construction and operation of Three Gorges Project’s safety monitoring system. Based on identified problems and demands, we present an integrated scheme for safety monitoring-related multi-service systems, explore the optimization and upgrading of the original dam safety monitoring automation system, examine the adoption of cutting-edge technologies, and propose reasonable short-term goals for intelligent safety monitoring at the Three Gorges Project along with associated task requirements. Based on this framework, we put forward the necessities, objectives, methodologies, impacts, benefits, and recommendations for business system integration, emphasizing the concept of a data service center. The aim is to elucidate the value and practical significance of the data service center concept, offering insights for future steps in safety monitoring and management of the Three Gorges Project. Moreover, the findings serve as a reference for intelligent safety monitoring in similarly large-scale water conservancy and hydropower projects at a comparable development stage.
  • ZOU Hong-mei, CHEN Fang, YANG Cheng-gang
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 190-195. https://doi.org/10.11988/ckyyb.20231367
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    This article delves into the impact of severe drought during the flood season in 2022 on sediment erosion and deposition in the Three Gorges Reservoir (TGR). Employing the sediment-transport balance method, we assessed the changes in total sediment deposition in TGR and utilized topographic change methods to analyze sediment distribution in the reservoir. These analyses reveal significant alterations in sediment deposition patterns compared to previous years due to inflow plunges in the flood season of 2022. The annual sediment deposition volume in the Three Gorges Reservoir, calculated at 10.97 million tons using the sediment balance method, has approached historically low levels since the impoundment. However, morphological cross-sectional calculation results indicate 15.7 million m3 of erosion in the reservoir’s riverbed, encompassing fluctuating and perennial backwater areas. The primary cause of this “pseudo-scouring” phenomenon is inadequate sediment input to offset riverbed settling. To address scientific scheduling needs for the Three Gorges Project, we recommend enhancing research on sediment compaction laws and influencing mechanisms in the reservoir area. Additionally, attention should be directed towards understanding the evolution of riverbed scouring and siltation under specific hydrological conditions.
  • LIAO Yu-ang, LIU Yu
    Journal of Changjiang River Scientific Research Institute. 2024, 41(7): 196-202. https://doi.org/10.11988/ckyyb.20231368
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    The operation of the Three Gorges Project has significantly alleviated flood control pressures on the Jingjiang River and altered water and sediment dynamics along its course, leading to continuous and substantial erosion and sedimentation changes in the river. The Chenjiawan-Tuqi sandbar reach in the Jingjiang River represents a prototypical gently curved braided channel, where adjustments to the beach and primary branch patterns directly impact channel operations and flood mitigation measures. By analyzing long-term hydrological data and channel topography prototype observations before and after Three Gorges Project operation, we revealed the variations in water and sediment transport within the reach and the riverbed’s responses to erosion and sediment deposition. Furthermore, we examined the interannual morphological changes and scales of the channel,and summarized its evolving regularities and trends. Results indicated an 85% reduction in average annual sediment transport at Shashi Station after Three Gorges Project operation, with an erosion of 310 million cubic meters of riverbed material. The most pronounced beach changes occurred from Taiping estuary sandbar to Sanba sandbar braided reach, prompting a shift in the main flow direction from north to south. Subsequent to the 2011 implementation of the Sanba sandbar and Lalin sandbar beach protection project, the trend of “southward movement of Taiping Estuary sandbar south of the main channel and northward movement of Sanba sandbar south branch” has been largely mitigated. However, ongoing adjustments in this river section have resulted in a new pattern characterized by “northward expansion of the south deep trough and southward expansion of the south branch”. The increasing development along the south branch of the Sanba sandbar and reduced diversion ratio on the north branch have raised navigation concerns near the Yangtze River Bridge. Further investigations are necessary to address the navigation obstruction effectively.