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01 May 2024, Volume 41 Issue 5
    

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  • Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 0-0.
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  • Special Contribution
  • CHEN Jin
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 1-7. https://doi.org/10.11988/ckyyb.20240245
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    After seven decades of construction, the Yangtze River basin’s control reservoir group has reached completion. The joint operation of cascade reservoirs, with the Three Gorges reservoir as its core, has been ongoing for ten years. This study presents an analysis of the achievements, challenges, and solutions stemming from this joint operation in flood control, water supply, ecology, and emergency response. The findings underscore the pivotal role played by joint reservoir group operation in flood control, drought relief, water supply, ecological preservation, and emergency management. The main challenges identified are climate change and the uncertainties in medium- to long-term hydrological forecasts. Additionally, management issues such as coordinating interests between joint reservoir group operations and single reservoir multi-objective operations, quantifying operational effectiveness, and devising fair compensation mechanisms are also significant hurdles. The primary solution proposed involves strengthening the “Four Preemptive” system, namely, forecasting, early warning, contingency planning, and rehearsal, to address climate change uncertainties and human activities’ impacts. Furthermore, enhancing joint reservoir and water network operations can significantly bolster water security of hydraulic projects. Establishing a scientifically sound and equitable joint operation system and mechanism for water project groups emerges as a crucial and effective measure.
  • River-Lake Protection And Regulation
  • ZHANG Chun-jin, GUO Shu-jun, ZHANG Min, YAO Wen-yi, ZHANG Xiao-hua
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 8-17. https://doi.org/10.11988/ckyyb.20221674
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    The wandering reach of the lower Yellow River are characterized by rapid adjustments and significant morphological changes, particularly evident in the complexity and variability of mid-channel bars. Understanding the response relationship between morphological characteristics of these mid-channel bars and the water-sediment processes is crucial for analyzing the evolution mechanisms in the wandering reach of the lower Yellow River. In this study we examined the morphological features (area and quantity) of mid-channel bars along the wandering reach from Tiexie to Gaocun. Based on water-sediment and scouring-deposition characteristics, we elucidated the relationship between the area and quantity of mid-channel bars and the water-sediment processes to unveil the mechanisms underlying the impact of hydrological changes on mid-channel bar morphology via remote sensing and numerical simulation. Our findings reveal that since the operation of Xiaolangdi Reservoir, the downstream channel has experienced significant erosion, with the wandering reach contributing 68% of the cumulative scouring in the downstream, reaching 1.537 billion m3. Before the operation of Xiaolangdi Reservoir, mid-channel bars in the wandering reach exhibited notable interannual fluctuations in area and quantity, characterized by periods of growth and decline. However, after the operation, the area and quantity of mid-channel bars initially decreased, followed by an increase, and then subsequent decline. Moreover, along with the increase of four-year sliding average flow rate and incoming-sediment coefficient during flood seasons, the area and quantity of mid-channel bars displayed downward and upward trends, respectively. Numerical simulations not only accurately replicate the development and evolution of mid-channel bars but also elucidate the qualitative impact of specific hydrodynamic factors on their morphology. This comprehensive analysis not only advances our understanding of river plane morphology adjustments but also provides theoretical insights for future river regulation projects.
  • XING Zhi-yun, LIU Hui-ying, LI Jia-wei
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 18-25. https://doi.org/10.11988/ckyyb.20221678
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    To delve into the impact of water and sediment variations on basin ecological restoration and sustainable economic development, we scrutinized the variations of precipitation, runoff, and sediment transport within the Yangxin River Basin in the upper reaches of Ganjiang River from 1964 to 2020 by using a variety of methods. Such methods include the Mann-Kendall nonparametric trend test, Pettitt test, Spearman rank correlation coefficient method, and cumulated slope change rate comparative method. We aimed to pinpoint the primary factors influencing sediment transport alterations. Our findings indicate the following: (1) Annual rainfall and runoff in the Yangxin River Basin remained relatively stable from 1964 to 2020, contrasting with a notable upward trend in annual sediment transport. (2) Precipitation, runoff, and sediment transport exhibit seasonal disparities, predominantly occurring in flood season (March-June). (3) While annual rainfall and runoff remained steady, a significant shift in annual sediment transport occurred in 1995 (P<0.01). (4) Rainfall and human activities contributed -0.35% and 100.35%, respectively, to the rise in sediment transport. Human activities such as rare earth mining, navel orange cultivation, and cross-river highway construction emerged as key drivers of water loss and soil erosion in the Yangxin River Basin. This research holds paramount importance for guiding the adjustments in planting strategies and promoting environmentally friendly mineral resource utilization within river basins.
  • Water Resources
  • JIN Ke, YU Jiang, ZHANG Qian-zhu, ZHOU Huo-ming, WAN Dan, ZHAO Cha, HU Yue, WU Yi-hang
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 26-34. https://doi.org/10.11988/ckyyb.20221634
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    The lower Jinsha River Basin is situated in a region impacted by dry and hot valley climate. Atmospheric precipitation plays a pivotal role in the hydrological dynamics of the basin. We scrutinized the seasonal fluctuation patterns of stable isotopic composition in precipitation within the basin, and identified its influencing factors. Furthermore, employing isotope tracing techniques alongside the HYSPLIT (Hybrid-Single Particle Lagrangian Integrated Trajectory) model, we elucidated the sources of atmospheric precipitation in the area. Findings reveal distinctive seasonal trends in isotopic values, with negative values of δ2H and δ18O observed during rainy season and positive values in dry season. Temperature and rainfall emerge as primary influencers on the isotopic composition of local precipitation, while elevation exerts minimal impact. Notably, the local meteoric water line exhibits lower slope and intercept values compared to global and Chinese atmospheric precipitation lines, primarily due to non-equilibrium evaporation effects. Moisture sourcing analysis indicates a similarity between the precipitation origins in lower Jinsha River Basin and those in Kunming. Rainfall during the rainy season predominantly stems from the southwest and south Asian monsoons, while dry season precipitation potentially results from the westerly belt or polar continental air masses. These research outcomes are of substantial significance for understanding regional hydrological cycle within the lower Jinsha River Basin.
  • QIAN Yu-xia, CHEN Fu-long, HE Chao-fei, LONG Ai-hua, SUN Huai-wei, LÜ Ting-bo
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 35-44. https://doi.org/10.11988/ckyyb.20221671
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    Accurate short-term runoff prediction can provide important scientific basis for water resources planning, flood control and drought relief in river basin. To mitigate systematic errors and enhance runoff prediction accuracy of models, we propose the decomposition-correction-integration framework based on the decomposition-integration model. Within this framework, we construct the EEMD-DBN-EnKF and VMD-DBN-EnKF models. Leveraging the Ensemble Kalman Filter data assimilation algorithm, we correct components deviating significantly from measured runoff to alleviate systematic errors introduced by the decomposition process in prediction. Comparative analysis is conducted against the unmodified EEMD-DBN, VMD-DBN, and single DBN models. Results demonstrate that the combination model based on modal decomposition reduces RMSE by a minimum of 23% compared to individual models, while NSE and R2 increase by over 21%. Notably, the runoff component-corrected combined model exhibits improved evaluation metrics relative to the modal decomposition-based model. Among these models, the VMD-DBN-EnKF prediction model exhibits the least error and highest effectiveness, with NSE and R2 exceeding 0.89, followed by EEMD-DBN-EnKF, VMD-DBN, and EEMD-DBN in descending order. In conclusion, the “decomposition-correction-integration” prediction framework demonstrates robust applicability in the Manas River Basin, offering valuable technical support for short-term runoff forecasts.
  • XU Hui-min, HE Ying, TUERXUN Yiliyasi, SI Han, LU Xiao-yue
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 45-50. https://doi.org/10.11988/ckyyb.20221680
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    Located in the central part of the economic belt on the northern slope of the Tianshan Mountains, Wusu City is at the heart of the region’s core development zone. The construction of the vital economic area in Wusu City has been hindered by a scarcity of water resources. Identifying an optimal sustainable development strategy for Wusu’s water resources has emerged as an urgent challenge. Utilizing the principles of system dynamics and employing Vensim software, we established a system dynamics model for Wusu City and proposed four different development scenarios. Drawing on historical data from 2010 to 2020, the model forecasts the dynamic shifts in Wusu’s water resource carrying capacity from 2021 to 2030, aiming to uncover solutions for enhancing the city’s water resource carrying capacity. The findings reveal that, in the status quo scenario, the total water demand in Wusu City is projected to reach 983 million cubic meters by 2030, exceeding the water use target of 2030. The water deficit is estimated to be 266 million cubic meters. Under four different scenarios (status quo, coordinated development, economic development, and water conservation), the water supply-demand ratios in Wusu City are projected to be 0.71, 0.80, 0.69, and 0.89 respectively by 2025, and 0.73, 0.85, 0.68, and 0.92 respectively by 2030. The water resources carrying capacity in Wusu City has been in an imbalance, with only the coordinated development scenario showing a relatively high and trending towards a sustainable pattern. In the status quo scenario, from 2022 to 2030, Wusu City’s water resources carrying capacity remains at a critical level, and is expected to deteriorate with time, which won’t be able to support the scale of its socioeconomic development.
  • Water Environment And Water Ecology
  • ZHU Tian-yi, WANG Huan, XU Rui-chen
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 51-58. https://doi.org/10.11988/ckyyb.20221657
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    The Water Village Living Room is a core demonstration zone for integrated ecological and high-quality development in the Yangtze River Delta (Shanghai-Jiangsu-Zhejiang region). Enhancing its water transparency and sensory appeal remains a challenge. On the basis of water quality monitoring and suspended solids settling experiments, we examined the key factors affecting water transparency and constructed a numerical model for assessing transparency in the Water Village Living Room through multiple regression analysis. Findings highlight that waters outside the polder areas exhibit lower transparency compared to those within. The concentration of suspended solids emerges as the principal transparency determinant, evidenced by a strong inverse relationship (Pearson’s correlation coefficient reaching -0.48) with transparency. Chlorophyll concentration ranks as a secondary influence. Furthermore, we established the correlations between sedimentation coefficient of suspended solids and both their concentrations and water flow velocity for varied locations—inside polders, outside polders, and lakes. These correlations demonstrate robustness, with coefficients of determination (R2) exceeding 0.8. The developed numerical model not only elucidates water transparency distribution patterns in the Water Village Living Room but also serves as a vital tool for water eco-environment restoration and the treatment of eutrophic water bodies.
  • FANG Qun-sheng, CHEN Zhi-he
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 59-64. https://doi.org/10.11988/ckyyb.20230003
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    The micro-interfacial interactions between sediment particles and heavy metal pollutants in aquatic environment are significant, with the surface morphological characteristics of sediment particles greatly influencing pollutant adsorption. Through both singular adsorption and competitive adsorption experiments, alongside BET (Brunauer-Emmett-Teller) analysis, we investigated the changes in structural characteristics such as pore volume and specific surface area of sediment particles after adsorbing Pb, Cu, and Cd. Furthermore, utilizing pore volume statistical methods, we quantitatively differentiated between the competitive and individual adsorption sites of Pb, Cu, and Cd on sediment particles. The findings indicate that mesopores ranging from 2 to 5 nm predominantly facilitate adsorption. Pb occupies more competitive adsorption sites on sediment particles than Cu and Cd, accounting for 43.69%, with Cu and Cd occupying 30.77% and 25.54%, respectively. Thus, Pb has the largest capacity of occupying competitive adsorption sites on sediment particles, followed by Cu and Cd in descending order. These results unveil the relationship between adsorption capacity and micro-adsorption sites at the nanoscale, providing new insights into the characteristics of competitive adsorption sites.
  • YU Meng-yuan, CHEN Xiao-bing, XUE Jing-yang, ZHAO Zhong-wei, WANG Xiao-ting
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 65-71. https://doi.org/10.11988/ckyyb.20230325
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    The cascade hydropower construction along the Jinsha River has altered downstream water temperatures, significantly impacting fish reproduction and growth. Utilizing surface water temperature monitoring data spanning from 2002 to 2022 at Xiangjiaba, Zhutuo, Yichang, and Datong hydrological stations, we compared the variations in water temperature downstream of the cascade reservoirs between construction period and operational period. Our findings reveal that: 1) During the two-stage joint operation of Xiangjiaba and Xiluodu hydropower stations, the annual minimum water temperature at Xiangjiaba hydrological station rose by 1.4 ℃, with the occurrence of the lowest water temperature delayed by 35 days compared to natural conditions. 2) Subsequent to the construction of Wudongde and Baihetan hydropower stations and the shift to four-stage joint operation, the lowest water temperatures at Xiangjiaba, Zhutuo, Yichang, and Datong hydrological stations increased by 2.0 ℃, 1.1 ℃, 0.8 ℃, and 0.7 ℃, respectively, compared to the two-stage operation period. Additionally, the occurrence of the lowest water temperature with four-stage operation was delayed by approximately 42 days, 29 days, 11 days, and 18 days, respectively. These results offer valuable scientific support for managing water temperatures in cascade reservoirs and safeguarding downstream eco-environments.
  • Water-Related Disasters
  • CHU Dong-dong, LI Meng-yu, CHE Zhu-mei, YUAN Yuan, LUAN Hua-long, ZHANG Ji-cai
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 72-78. https://doi.org/10.11988/ckyyb.20221606
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    A high-resolution storm surge model encompassing the Bohai Sea, Yellow Sea, and East China Sea is developed based on the Finite Volume Community Ocean Model (FVCOM) to simulate and hindcast the storm surges induced by Typhoon Chan-hom. The model’s surge predictions align closely with observed tidal gauge data. Based on the International Best Track Archive for Climate Stewardship (IBTrACS) datasets, a linear regression is established between typhoons’ maximum wind speeds and their minimum central pressures along China’s coast, achieving a correlation coefficient of 0.96. On this basis, a variety of hypothetical typhoon paths are constructed based on the maximum wind intensity model to calculate the possible maximum storm surges (PMSS) in the Hangzhou Bay and Zhoushan Archipelago. Our findings indicate that typhoons landing perpendicular to the coastline yield the highest surge elevations, peaking at 8.76 m in Hangzhou Bay and 2.62 m in the Zhoushan Archipelago. This research offers valuable insights for the risk assessment and disaster prevention and mitigation for marine engineering projects in the Hangzhou Bay and Zhoushan Archipelago areas.
  • Agricultural Water Conservancy
  • ZHANG Xiao-yan, ZHANG Rui, WEI Peng-cheng, WANG Jian-wang, MA Yong-bao, ZHANG Zhen-rong, WEN Wen, SUN Kai-yue, JIAO Zhao-xiang
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 79-86. https://doi.org/10.11988/ckyyb.20221477
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    To investigate the impact of regulated deficit irrigation (RDI) on soil temperature, maize growth and yield with different mulching methods, we conducted field mulching and RDI experiment at an experimental base in Yongdeng county, Lanzhou City, in 2021. A total of eight treatments were arranged with four mulchings, namely white film-mulch (M1), ground fabric (M2), biodegradable plastic film (M3), and liquid film (M4), each under two supplemental irrigation scenarios, that is, sufficient irrigation (D1) and mild water stress (D2). The impact of each treatment on soil temperature and maize growth and yield were examined, with white film-mulch under sufficient irrigation (D1M1) serving as the control group throughout the growth period. Results indicated that white film-mulch demonstrated the most effective increase in surface soil temperature, while liquid film performed the least favorably in this regard. Soil temperature did not show significant differences among various water stress scenarios given the same mulching method. Maize growth and yield varied significantly dependent on the mulching methods employed. Mild water stress did not notably affect maize yield, but a combination of mulching methods and water-film interaction significantly boosted yield (P<0.01), with the former outperforming the latter. The highest yield was achieved with treatment D2M1 at 19 761.32 kg/hm2, significantly surpassing yields from other treatments. Yield under D1M3 was slightly higher than that of the control treatment. Being environmental friendly, the D1M3 treatment is the most conducive for regional sustainable development.
  • Hydraulics
  • CAO Xiang-nan, YAO Shi-ming, DING Bing, FAN Da-fu
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 87-94. https://doi.org/10.11988/ckyyb.20221571
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    To investigate the impact of ships on open channel flow, we employed point gauges and Particle Image Velocimetry (PIV) systems to measure water depth and flow fields both upstream and downstream of ships under varying draft conditions. We then analyzed velocity distribution characteristics along the longitudinal profile at the midship region. Our findings reveal the following: 1) In comparison to ship-free conditions, the water depth slightly increases upstream of the ship while decreasing slightly downstream. The influence of ships on water depth amplifies with deeper drafts. The maximum and minimum ratios of water depth in the presence of ship to that in the absence of ship are 1.071 and 0.951, respectively. 2) Along the longitudinal vertical axis of the ship, velocity distribution transforms from a “J” shape at the bow, dips near the stern, and returns to a “J” shape. Upstream of the bow and downstream of the stern, rising and diving flow patterns are observed, respectively. 3) At a ship draft of 0.6 h, maximum velocities occur both longitudinally (along the current direction) and vertically (along the water depth direction) under various conditions. The maximum longitudinal velocity, reaching 2.11 times the average longitudinal velocity in the absence of ship, is observed near the bow (x/l=-2/5). The maximum velocity of diving flow is 0.71 times the average longitudinal velocity in the absence of ship, located near the bow (x/l=-0.5). The maximum velocity of rising flow is 0.29 times the average longitudinal velocity in the absence of ship, positioned near the stern (x/l=2/3).
  • LIU Bo-cheng, LI Guang-ning, HAN Yan-cheng, LIU Yong-de, SUN Shuang-ke
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 95-102. https://doi.org/10.11988/ckyyb.20230017
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    Adding piers to open channel chute is a highly efficient approach for enhancing energy dissipation, and holds a significant technological edge especially under specific conditions. This approach remains relatively unexplored within China’s research fields. We conducted a 1∶30 scale hydraulic model test on adding piers to the open channel chute of a rainwater drainage project in Xiaokongtong gully, Qingyang, Gansu. The initial design revealed that the flow regime was unstable, characterized by outward splashing that potentially harms the structural integrity of the loess slopes. In response, we refined the original design by reducing the spacing between the energy dissipation piers. This modification significantly stabilized the flow. Specifically, reducing the pier spacing from H/i to 0.5H/i under peak flow conditions achieved a 72.5% reduction in water surface fluctuation and a 40.10% decrease in average flow rate, leading to a more uniform water depth distribution along the channel and eliminating the splashing. Moreover, the total energy dissipation rate improved markedly, increasing from 87.9% to 94.6%.
  • Rock-Soil Engineering
  • SONG Kun, YI Zheng, SONG Qi
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 103-107. https://doi.org/10.11988/ckyyb.20221737
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    To address the limitations of traditional discontinuity surveys,which are often hazardous and challenging,we deployed Unmanned Aerial Vehicle (UAV) photography to capture data on high and steep rock slopes safely and efficiently.This approach enabled us to construct a 3D point cloud model detailing the rock mass structure of the slope.Through analysis of the 3D point cloud,we extracted critical parameters such as the orientation,spacing,and persistence of rock discontinuities.Subsequently,we generated a Discrete Fracture Network (DFN) model for the slope’s rock mass structure.Field validation was conducted on a precipitous rock slope near the Kamenziwan landslide in Zigui,Hubei Province.The discontinuity data retrieved from the UAV-derived 3D point cloud demonstrated sufficient accuracy,thereby proving the approach’s effectiveness and practicality.The slope’s six clusters of discontinuities had average spacings ranging from 0.46 m to 1.01 m and extents from 0.82 m to 12.57 m.The obtaied data of discontinuities provides reliable base for rock structural model establishment and slope stability evaluation.
  • LI Yong-jing, ZHENG Xiao-ming, TIAN Ying-hui, WANG Le, ZHANG Chun-hui, WANG Zhi-chao, YUE Hong-liang
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 108-115. https://doi.org/10.11988/ckyyb.20221631
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    To observe and analyze the impact of trapped cavities on the flow dynamics of soft clay during cyclic T-bar penetration, we prepared transparent clay using Laponite RD, sodium pyrophosphate, and deionized water, and constructed a cyclic T-bar penetration testing apparatus comprising loading equipment, a CCD camera, a laser, and a control system. By using this test apparatus, we conducted cyclic T-bar penetration test on the transparent clay to investigate the influence of trapped cavities on the flow characteristics of soil. The findings reveal that trapped cavities impeded soil flow around the probe during initial T-bar penetration, preventing it from attaining a full-flow state. As the T-bar was initially extracted, the trapped cavities disengaged from the probe and remained suspended above it, gradually diminishing its effect on soil flow. By the time the T-bar was extracted to a depth twice the probe diameter, the soil flow was unaffected by the trapped cavity and achieved a full-flow state. Throughout the 2nd to the 10th cycle penetrations, trapped cavities remained stably suspended in the soil, without impeding soil flow. When the penetration depth was equivalent to one time the probe diameter, the soil reached full-flow state. In conclusion, trapped cavities exert no significant impact on the outcomes of cyclic T-bar penetration test. Hence, it is rational to test the remolded shear strength of soft clay using cyclic T-bar penetration during the initial penetration through trapped cavities.
  • FANG Xing-hua, YANG Jun-sheng, HUANG Ding-zhu, ZHAN Shuang-qiao, ZHANG Cong
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 116-123. https://doi.org/10.11988/ckyyb.20221563
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    Current methods of joint information recognition are only applicable to local rock images. To address this limitation, we employed the panoramic developed imaging technique to extract image features, reconstruct point-cloud model, and correct and stitch the collected local rock images, thereby obtaining high-resolution panoramic image of the tunnel’s surrounding rock mass. Through image pre-processing and recognition of small-size feature images by SmAt-Unet neural network, followed by fusion of the recognition results, we roughly recognized the joint occurrences in the panoramic image region. Subsequently, we extract the refined joint information via skeletonization, skeleton line separation, burr removal, and skeleton line connection using the Zhang-Suen algorithm and the 8-neighborhood connected domain analysis method. Ultimately, through quantified analysis of volumetric joint number and joint occurrence information, we developed the method to identify rock joint information based on panoramic developed images. Application results demonstrate an average fitting error of 0.90 of the spatial equation of jointed plane, indicating successful joint information identification. Moreover, the panoramic developed imaging technique boasts advantages such as rapidity, simplicity, and flexibility, with minimal impact on site construction.
  • CHEN Ke-zheng, HUANG Shuai, HU Zheng, DING Qian, LIU Yan-jie, DING Lin
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 124-132. https://doi.org/10.11988/ckyyb.20221535
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    The aim of this study is to mitigate the adverse impacts of saline-carbonated soils in the Songhua River and Nenjiang River Plain on engineering and to weaken the damage caused by freeze-thaw cycles on saline-alkali soils in regions of seasonally frozen ground by using lime and fly ash to solidify saline-carbonated soils.The study investigates the effect of different improvement schemes on the shear strength of saline-carbonated soils and their ability to withstand freeze-thaw cycles.The solidification schemes are evaluated using the entropy-weighted TOPSIS model.Results indicate that both lime and fly ash have enhanced the shear strength of saline-carbonated soils.However, the solidification effect of lime is significantly superior to that of fly ash and has transformed the stress-strain curve of saline-carbonated soils into one with strain-softening behavior.Fly ash has distinguished performance in enhancing the resistance of saline-carbonated soils to freeze-thaw damage.The admixture of both lime and fly ash comprehensively accounts for shear strength and resistance to freeze-thaw damage.From the perspective of mechanical properties, freeze-thaw resistance, and economic factors, the optimal solution is the use of 12% lime and 12% fly ash.
  • PENG Wen-ming, XIA Yong, ZHANG Xue-dong
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 133-138. https://doi.org/10.11988/ckyyb.20221659
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    In discrimination experience, seismic liquefaction typically occurs within the depth range of 10-20 meters in sand layers. In this study we explore whether seismic liquefaction occurs in sand layers of 30-40 meters depth via centrifugal vibration test. The overlying soil layer is simulated through the accumulation of high-density steel balls. By conducting centrifuge shaking table tests, we investigate the pore water pressure development within a 12.8-meter thick sand layer buried at depths of 15 and 25 meters, respectively, under seismic action, and subsequently assess the liquefaction susceptibility. Results reveal that the excess pore water pressure ratio in the sand remains well below 1 at both burial depths, indicating no liquefaction occurrence. Comparatively, initial pore water pressure and excess pore water pressure increase gradually with greater overburden thickness. However, the excess pore water pressure ratio diminishes with increased overburden thickness. This trend suggests that the increase of buried depth of sand layer can obviously improve liguefaction resistance.
  • LIU Zhen-yang, WANG Ai-wen, LIU Xiao-lin
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 139-148. https://doi.org/10.11988/ckyyb.20221608
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    To accurately depict energy evolution during rock deformation, we propose methodologies for computing rock cohesion and internal friction angle using elastic shear strain energy and the triple shear energy yield criterion. Additionally, we introduce a method for determining the dilatancy angle based on the triple shear energy plastic potential function. Leveraging these approaches alongside data from cyclic loading and unloading tests on rocks, we derive the elastic modulus, cohesion, internal friction angle, and dilatancy angle at various plastic accumulation stages under different confining pressures. Our findings reveal a negative exponential decrease in elastic modulus with increasing plastic deformation, linear increases in pre-peak cohesion, and negative exponential decreases in post-peak cohesion. The internal friction angle conforms to a Weibull function with proportional and shape parameters of 1 and 1.5, respectively, while the dilatancy angle decreases linearly. Furthermore, elevating confining pressure leads to linear increases in elastic modulus and cohesion, accompanied by a linear decrease in the dilatancy angle. We establish a triple shear energy elasto-plastic coupling mechanical model and integrate it into finite difference software, developing code to monitor energy evolution. Through simulated triaxial compression tests on rocks, our model accurately captures rock mechanical behaviors during subsequent yielding, encompassing phenomena such as hardening, softening, dilatancy, confining pressure effects, and energy evolution. These findings furnish both theoretical insights and practical tools for examining rock mass instability from an energy perspective.
  • ZHANG Heng, HUANG Jun-guang, BI Jun-wei
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 149-154. https://doi.org/10.11988/ckyyb.20221556
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    To investigate the impact of air-booster vacuum preloading on mucky clay consolidation, we conducted indoor model tests by employing conventional vacuum preloading, ventilated vacuum preloading, and air-injected vacuum preloading, respectively. Analyzing variations in soil settlement, water content, shear strength, soil particle morphology, and micro-pore structure revealed the following findings: in comparison to conventional vacuum preloading, soil settlement increased by approximately 5.6% and 12.3% with ventilated and air-injected vacuum preloading, respectively. Soil microstructure exhibited increased uniformity and density, transitioning from point contact to surface contact between particles. Additionally, both the diameter and quantity of soil pores evidently reduced. Ventilated and air-injected vacuum preloading significantly augmented the shear strength of deep soil, resulting in a more uniform soil matrix. Notably, air-injected vacuum preloading consistently demonstrated superior consolidation performance among the three methods, elevating deep soil shear strength by 11.2 kPa.
  • YU Jin-hong, WU He-gao, SHI Chang-zheng, SUN Hai-qing, WANG Bi-fei, LI Jiao-na
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 155-161. https://doi.org/10.11988/ckyyb.20221687
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    It is crucial to ensure the structural safety of buried steel pipes (BSP) as they are increasingly utilized in major water diversion projects, as the lifeline of these projects.However, current BSP structural calculation methods lack the consideration of pipe’s self-weight. In view of this, we developed a calculation method considering the self-weight of pipes based on the Spangler model theory, and compared the results with those of traditional and finite element methods. Results demonstrate that the proposed calculation method merely integrates the pipe weight term into the existing calculation equations, rendering it straightforward and convenient. The inclusion of pipe weight moderately increases pipe deformation by up to 20%. For pipes with substantial diameters and shallow cover depths, the self-weight should be taken into consideration, whereas for pipes with diameter less than 1 m or depth exceeding 4 m, the self-weight of pipes can be neglected. The proposed calculation method aligns more closely with the finite element method regarding pipe deformation patterns, with generally higher calculation accuracy compared to traditional methods. Moreover, the proposed calculation method is applicable to other typical buried flexible pipes.
  • QIAO Dong-lei, LI Wen-jie, AN Yan-jun, LIANG Bin
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 162-170. https://doi.org/10.11988/ckyyb.20221651
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    To ensure the safe passage of deep-buried tunnels through sections characterized by high-pressure water-rich karst caves, we investigated into the water inrush mechanism of the tunnel and determined the minimum safe thickness of waterproof rock mass. Based on the catastrophe theory, the Rubinett equation, and engineering experiences, we derived a calculation formula for the minimum safe thickness and established a water inrush criterion. We also scrutinized the influence of pertinent factors on the minimum safe thickness of the tunnel sidewall’s waterproof rock mass. Results indicate a positive correlation between the minimum safe thickness of the waterproof rock mass (Hmin) and the mechanical parameters of surrounding rock, including elastic modulus (E) and internal friction angle (φ), while a negative correlation with the water pressure within the karst cave (qw), the span of the rock beam (L), and the burial depth of tunnel (h). The influence of each factor on Hmin ranks in an order of h, φ, E, L, and qw from greatest to least, with h and φ exhibiting similar degrees of influence. Moreover, when E exceeds 3 GPa, the change in Hmin tends to be stable, akin to the influence of L. Finite element simulations and empirical examples align with theoretical calculations, confirming the accuracy and applicability of the derived Hmin theoretical calculation formula and the water inrush criterion. This synthesis of theoretical and empirical evidence offers guidance for relevant engineering endeavors.
  • Engineering Safety And Disaster Prevention
  • WANG Jin-shui, CHEN Jian-gang, WANG Xi-an, LI Xiang-ning, XU Wen-jing
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 171-178. https://doi.org/10.11988/ckyyb.20221624
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    Debris flows resulting from extreme precipitation exhibit extensive scale, severe erosion along their paths, and substantial sediment deposition, necessitating the implementation of cascade check dam projects in small watersheds for hazard mitigation. In the Wenchuan earthquake-affected area, we investigated 33 typical debris flow gullies and obtained characteristic parameters for 105 check dams, along with the erosion pattern changes in gullies under the influence of cascade check dams. We summarized the types of check dams and their identification criteria and proposed four combinations of solid dams and open dams, as well as two back-silting modes under different spacings of cascade dams. We further analyzed the effects of characteristic patterns of cascade dam (dam type combination mode and back-silting mode) on channel’s erosion and deposition pattern (slope reduction coefficient due to sedimentation and relative erosion depth coefficient). The results indicated that the combination of solid and permeable dams (SO mode and OS mode) significantly influenced the back-silting pattern of channel, and the interactive back-silting mode had a notable impact on deposition pattern, while the independent back-silting operation mode yielded stronger erosion effect. The research findings offer reference for the selection of check dams and the optimization of dam spacing of cascade dams in small watersheds.
  • QIN Shi-he, DUAN Bin, WANG Hai-sheng, LI Mei-ping, WEI Chang-li
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 179-186. https://doi.org/10.11988/ckyyb.20221732
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    To comprehensively understand the characteristics and distribution of geological hazards at the Jinchuan Hydropower Station located upstream of the Dadu River and its surrounding regions, we focused our research on a 40-kilometer section encompassing the dam and reservoir area, main stream, and tributaries. Employing 1∶10 000 high-precision remote sensing image interpretation, unmanned aerial vehicle (UAV) photography, engineering geological surveys, and profile measurements, we classified and quantified geological disasters, and further examined the correlations between geological hazards and various disaster-inducing factors including topography, geological structure, engineering geological rock formations, slope structure, and hydrogeological conditions. Our findings identified 38 geological hazards. The predominant hazard types were debris flows, collapses, riverbank failures, unstable slopes, and landslides. Debris flows and collapses were the most frequent, constituting 28.9% and 23.7% of the occurrences, respectively. Specifically, collapses, landslides, unstable slopes, deposit bodies, and riverside collapses predominantly occurred in the Dadu River valley at elevations below 2 600 meters. Landslides and unstable slopes typically located at slope gradients between 25° and 45°, collapse-prone areas generally had slopes greater than 50°, and deposit bodies and riverside collapses developed on slopes ranging from 20° to 35°. The majority of geological hazards were found in areas with relief fluctuations between 200 m and 500 m. Significantly, 48.1% of the hazards occurred on slopes with planar curvature, while 59.3% were associated with slopes having profile curvature. Eight rock groups were identified within the study area, with most geological disasters occurring within 100 meters from the river. These results provide a more scientific and accurate foundation for regional geological disaster prevention and mitigation strategies.
  • Hydraulic Structure And Material
  • CAO Fu-bo, HUANG Xu-tong, YANG Xiao-gang, LIANG Wei-guo, WU Ya-xuan, LI Ming-yuan, SU Tian, WANG Chen-xia
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 187-194. https://doi.org/10.11988/ckyyb.20221709
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    In the aim of assessing the impact of different compound salt solution concentrations on the frost resistance of recycled aggregate concrete (RAC), we conducted freeze-thaw cycle tests on RAC samples by varying the concentration of the compound salt solution, the strength grades, and the number of freeze-thaw cycles. We scrutinized apparent damage, mass loss rate, splitting tensile strength loss rate, cubic compressive strength loss rate, and relative dynamic elastic modulus loss rate. Our findings reveal that higher strength grades correlate with better salt-frost resistance in RAC. After 30 cycles, mass loss, compressive strength and splitting and tensile strength loss, as well as relative dynamic elastic modulus loss decrease with increasing concentration of compound salt solution. However, after 90 cycles, salt-frost damage escalates with rising solution concentration. We established exponential function and Weibull distribution salt-frost damage models for RAC in consideration of the solution concentration and strength grades. Comparison manifests that the survival function graph and failure rate fuction rendered from Weibull distribution model better describe the salt frost damage level and efficiency. Moreover, the Weibull distribution model result aligns well with experimental results from other scholars.
  • DING Hao-min
    Journal of Changjiang River Scientific Research Institute. 2024, 41(5): 195-202. https://doi.org/10.11988/ckyyb.20221688
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    To explore the impact of cyclic compression on fatigue damage in concrete with varying iron tailings sand content, we conducted mixture performance assessments and variable-amplitude cyclic compression tests on iron tailings sand concrete. Our findings reveal that the water absorption of iron tailings sand concrete surpasses that of ordinary concrete, escalating with dosage increments. Below a 40% iron tailings sand content, concrete exhibits enhanced fluidity and maintains a pumpable state in terms of pressure bleeding rate. The stress-strain curve of iron tailings sand concrete during cyclic compression transitions from dense to sparse, with deformation levels lower than those of ordinary concrete. Near failure, the loading deformation modulus experiences a sudden decline. Total input energy and elastic strain energy exhibit accelerated growth rates with increasing cyclic compression times, while dissipation energy shows a gradual increase followed by a rapid surge.