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01 October 2023, Volume 40 Issue 10
    

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  • Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 0-0.
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  • Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 0-0.
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  • Special Contribution
  • XIONG Ming, GUO Wei
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 1-5. https://doi.org/10.11988/ckyyb.20230657
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    This article presents an eco-hydrological scheduling technology for hydropower stations aimed at enhancing the reproduction of fishes spawning drifting eggs. Artificial ecological flow processes can be created by adjusting the startup time and the outflow rate increment synchronously. In line with the principles and targets, an eco-hydrological regulation model for hydropower stations is proposed, and the corresponding solution ideas are then explained. The model was applied to the eco-hydrological regulation practices at Liyuan Hydropower Station based on the required ecological flow processes and mid-and-long-term inflow for target fish breeding in the middle reach of the Jinsha River. Results verifies the rationality and feasibility of the proposed technology, serving as a valuable reference for the eco-hydrological scheduling of other existing hydropower stations.
  • River-Lake Protection and Regulation
  • LI Da-ming, XIAO Cheng-zhi, LI Pei-yao, LI Yan-qing, BU Shi-long
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 6-13. https://doi.org/10.11988/ckyyb.20220938
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    To investigate the impact of spur dike groups on water flow characteristics and local scour in the lower reach of the Luanhe River, a three-dimensional water and sediment model is constructed by using Flow 3D software. The model’s accuracy is validated using measured data in 2015. Simulations are conducted under both constant and unsteady flow conditions, considering 5-year and 10-year return periods, to analyze flow velocity distribution and local scour at groin head. Findings demonstrate that the spur dike group effectively reduces flow velocity, enhances river bank resistance to water erosion, and protects the river banks of Yaozhuang segment in the lower reaches of the Luanhe River. Under constant flow, the maximum velocity zone of the main stream gradually shifts towards the right bank during the 10-year return period, compared to the 5-year return period. Moreover, the velocity at groins impacted by the mainstream increases by approximately 1.7 m/s, while the flow velocity at the head of other groins rises by around 0.9 m/s. During flood discharge, typical groin head subjected to the mainstream experiences noticeable scour pits assuming a long and narrow strip shape aligned with the water flow direction. Additionally, with longer return periods, the depth of the scour pit at the head of a typical spur dike increases by about 1 m, and meanwhile the scour zone at groin head starts to propagate upstream.
  • QIAN Chun-long, ZENG Yi-chuan, YUAN Wei-hao, WU Yi
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 14-21. https://doi.org/10.11988/ckyyb.20220718
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    To enhance the adaptability of eutrophication assessment and prediction in Poyang Lake, monthly monitoring data from representative locations within the lake area from 2012 to 2020 were selected as model training samples. Key physicochemical parameters of the lake were selected as independent variables for the model. The water quality integrated index (WQII) was calculated to assess the water quality changes in recent years. A multiple linear stepwise regression equation (MLSR) with Chl-a as response variable, and a seasonal autoregressive summation moving average model (SARIMA) were established respectively. The concentration values of Chl-a from June to August 2020 were predicted and compared with the measured values to assess the applicability of the two models. Results indicated an improvement in the overall water quality of the representative monitoring sites in Poyang Lake in 2018, with better conditions during flood season. The average WQII ranks in an order of Kangshan (2.91), Duchang (3.01), Banghu (3.11), and Shehan (3.31). Moreover, the SARIMA model demonstrated higher accuracy in predicting Chl-a concentrations compared to the MLSR equation, thereby offering an optimized theoretical framework for early warning of algal outbreaks in large river-connected lakes.
  • Water Resources
  • NIU Li-xia, HU Tian-long
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 22-29. https://doi.org/10.11988/ckyyb.20220601
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    To achieve sustainable development of regional water resources and ensure the sound development of social economy, we have established a comprehensive evaluation model for water resources carrying capacity based on the extension cloud model. This model incorporates a well-rounded evaluation index system comprising four dimensions: water resources, society, economy, and ecological environment. By employing a combination of the analytic hierarchy process (AHP) and the CRITIC (Criteria Importance Through Intercriteria Correlation) method, we conducted a comprehensive assessment of the water resources carrying capacity in Liaoning Province from 2012 to 2019. Furthermore, we have introduced an obstacle degree model to identify the main factors influencing water resources carrying capacity in Liaoning Province. Our findings reveal that the water resources carrying capacity of Liaoning Province was in a critical state between 2012 and 2015, with a complex pattern of changes observed from 2016 to 2019, ultimately indicating an overall decline. Specifically, water resources per capita and the water supply modulus, as calculated by the obstacle degree, have emerged as the primary influencing factors. In conclusion, the water resources carrying capacity in Liaoning Province has declined. To enhance the carrying capacity of water resources, it is imperative to reinforce comprehensive water resources management.
  • WU Pei-lin, PAN Yue, WU Wei-xiong, LIANG Xue-wen
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 30-34. https://doi.org/10.11988/ckyyb.20220722
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    In an attempt to restore the ecology of karst wetlands, numerical simulation was conducted to calculate the water demand of wetland. We employed Mike21 for 2D numerical calculation of water demand and water replenishment scheme of Huixian wetland in the condition of multi-year average water level. By obtaining the correlation of internal water level between Liangfeng Station and Huixian wetland, we identified that the multi-year average water level of Huixian wetland is 148.86 m. Under this water level, the ecological water demand and environmental water demand of the wetland are 3.87×106 m3 and 3.67×106 m3 respectively, resulting in an overall water demand of 3.87×106 m3. Through analysis of surface water system, we determined the water replenishment route from the Huixian River through the ancient Guiliu Canal at a flow rate of 5 m3/s. Simulation results demonstrate that the water surface rate of the wetland remains within the normal range after replenishment.
  • HU Yuan-zhao, ZHU Hao, YIN Ming-cai, MA Jia-ning, QIN Hua-song, ZHANG Ji-shi
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 35-43. https://doi.org/10.11988/ckyyb.20220875
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    Based on data from 11 provinces and cities in the Yangtze River Economic Belt from 2000 to 2020, we evaluated the utilization of water resources and spatial correlation characteristics in the region by using the water footprint theory. Economic decoupling, spatial autocorrelation, and water resource scarcity index are key indicators in the evaluation. The findings are as follows: 1) the total water footprint of the Yangtze River Economic Belt exhibited an increasing trend from 2000 to 2020, while the composition of water footprint varied significantly. Analysis of related indicators revealed a slow annual growth rate of 1.07% in per capita water footprint, fluctuating water resource scarcity index that remained below 1 on the whole, and improving water resource utilization efficiency. 2) The relationship between economic development and water footprint within the Yangtze River Economic Belt primarily demonstrated weak decoupling. To be specific, Shanghai and Zhejiang Province displayed strong decoupling, while other provinces and cities exhibited weak decoupling. 3) Throughout the study period, negative spatial autocorrelation was observed among provincial-scale water footprints in the Yangtze River Economic Belt. However, after 2015, Moran’s I index displayed a trend of fluctuation and decline, indicating a gradual weakening of spatial differences. This can be attributed to the recent focus on regional collaborative development, continuous optimization of industrial structure and production mode, the cultivation of advantageous industries, and strengthened collaborative water resource management among provinces and cities within the region. The research results serve as a valuable reference for the scientific management, optimal allocation, and industrial adjustment of water resources in the Yangtze River Economic Belt.
  • Water Environment and Water Ecology
  • JIN Hai-yang, YU Chan, ZHANG Wei, LIU Min, ZHANG Yu-ting, SUN Ting-ting
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 44-50. https://doi.org/10.11988/ckyyb.20220446
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    Research on controlling and removing perfluorinated compounds (PFCs) in water has become a prominent topic in environmental protection science. Forward osmosis (FO) membrane separation technology demonstrates significant potential in removing PFCs from water due to its unique advantages. This study focuses on the removal performance of two typical PFCs, namely PFOA and PFOS, in water using a self-developed composite thin layer membrane called silver chloride surface mineralized polyamide (TFC) FO membrane. The relationship between membrane surface performance and PFCs removal efficiency is analyzed. The influence of coexisting substances in water on the removal performance is also examined. Results reveal that the modified membrane exhibits enhanced surface hydrophilicity and increased negative charge. Both hydrophilicity and negative charge on the membrane surface increase with a higher degree of mineralization. The modified membrane also demonstrates improved forward osmosis performance, characterized by higher water flux and greater PFCs rejection. These improvements are observed as the mineralization degree increases within a certain range. However, excessive deposition of silver chloride may decrease the membrane’s rejection of PFCs. The TFC FO membrane, prepared by alternately soaking for four times during mineralization modification, demonstrates the most effective removal of PFCs, with removal rates of 96.2% for PFOA and 95.7% for PFOS. Furthermore, it exhibits the highest water flux at 22.5 L/m2·h. The interaction between the FO membrane and PFCs is primarily governed by hydrophobic and electrostatic forces. The modified FO membrane effectively rejects PFCs by reducing the hydrophobic effect and enhancing the electrostatic repulsion between the membrane and PFCs. Yet, the presence of different substances in water can influence the hydrophobic and electrostatic interaction between the FO membrane and PFCs, ultimately affecting the rejection performance of PFCs.
  • CAO Yan-min, AN Hong-lei, HAN Shuai
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 51-58. https://doi.org/10.11988/ckyyb.20221496
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    Watershed involves a wide range of complexities in its water environment issues. Water environment assessment and driving force analysis are crucial aspects of watershed research. In this study, an assessment model, the WQImin, for the water environment in the Xiangjiang River Basin is established by combining cluster analysis and principal component analysis (PCA) based on measured water quality indicators from 77 monitoring stations. The socio-economic driving factors of the basin are also analyzed using the Pearson linear correlation method. Results indicate that the WQImin values in the Xiangjiang River Basin range from 95.2 to 70.0, with an overall rating of excellent-good. The water environment in non-flood season is superior to that in flood season. Areas such as Yongzhou and Xiaoshui exhibit the best water quality, while the Changsha-Zhuzhou-Xiangtan cluster and the city of Hengyang demonstrate poorer conditions. The main pollution factors include dissolved oxygen (DO), biochemical oxygen demand (BOD5), chemical oxygen demand (CODMn), hexavalent chromium (Cr6+), and ammonia nitrogen (NH3-N). Furthermore, the WQImin values progressively decrease from upstream to downstream along the main stream, with the lowest value recorded in the Xiangtan area at 78.65, while the value in Changsha increases to 81.6. The driving factors impacting the water environment vary across different areas. Industrial pollution, agricultural pollution, and population factors influence the water environment in Changsha-Zhuzhou-Xiangtan region and Hengyang, whereas agricultural pollution affects Yongzhou, and industrial pollution influences Loudi and Chenzhou. The primary driving factors for the mainstream of Xiangjiang River include industrial pollution, agricultural pollution, and urban pollution in upstream cities.
  • LIU Ya-nan, LI Qiao, SU Yan-peng, TAO Hong-fei, MAHEMUJIANG Aihemaiti
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 59-65. https://doi.org/10.11988/ckyyb.20220344
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    Kuitun River Basin in Xinjiang is a typical endogenous high-fluorine area. By using a combination of mathematical statistics, qualitative and quantitative analysis, we investigated the correlation between chemical composition of borehole sediments and fluorine content, the chemical composition characteristics of groundwater and sediment, and the release mechanism of fluorine in the water-soil system of Kuitun River Basin. Results reveal a positive correlation between the fluorine (F) content and the content of magnesium (Mg), calcium (Ca), manganese (Mn), iron (Fe), copper (Cu), and arsenic (As) in borehole sediments. The occurrence state of fluoride ions in the water-soil system changes continuously through hydrogeochemical processes such as mineral dissolution- precipitation and complexation-dissociation. Moreover, the fluorine content at a particular depth is influenced by hydrogeochemistry and soil humus, causing variations in the storage environment. The fluorine content in groundwater initially increases and subsequently decreases with the rise in fluorine content in sediments.
  • Soil and Water Conservation and Ecological Restoration
  • ZHU Peng-fan, LIU Gang, HE Jing, DAI Tang-rui
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 66-73. https://doi.org/10.11988/ckyyb.20220832
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    Being of former communist revolutionary base of China, the Dabie Mountains area emphasizes green development while promoting continuous economic growth. Ecological environment plays a vital role. In this study we focus on the net primary productivity (NPP) of vegetation and utilize the improved CASA (Carnegie-Ames-Stanford Approach) model to evaluate the NPP in the Dabie Mountains by integrating remote sensing and meteorological data from 2000 to 2018. We also analyzed the changing trends in vegetation NPP and its response to climate change. The findings reveal that 1) since 2000, the overall NPP in the Dabie Mountains has mainly ranged from 400 to 600 gC/(m2·a), experiencing a gradual 24.16% increase; 2) The NPP in the Dabie Mountains exhibits a correlation with meteorological factors, with temperature demonstrating the highest correlation (R2=0.79, p<0.05), followed by solar radiation (R2=0.70, p<0.05), while precipitation shows the lowest correlation (R2=0.51, p<0.05); 3) Land use/cover change (LUCC) has contributed to a total NPP increase of 6.23×10-2 TgC, primarily due to the conversion from cultivated land to forests; 4) The future changing trend of NPP in the research area is expected to continue increasing.
  • WANG Long-tao, XU Yang-fan, CHEN Wen-feng, XIA Xin-xing
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 74-79. https://doi.org/10.11988/ckyyb.20221205
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    To effectively address the issue of sludge cake resource utilization, we conducted pot experiment to investigate the effects of bacterial residue-modified sludge cake on the growth of ryegrass as well as the structure and abundance of the microbial community in soil roots. The results revealed that bacterial residue significantly enhanced the nutrient content, such as hydrolyzed nitrogen, available phosphorus, available potassium, in the soil. Bacterial residues also exerted a notable impact on plant growth (P<0.05), leading to a remarkable increase in root length by up to 3.3%. Meanwhile, bacterial residues changed the microbial community structure of soil roots, with a significant increase in the relative abundance of Actinobacteriota. These findings further validate the feasibility of developing and utilizing sludge cake modified with bacterial residues, offering a novel approach for the resource utilization of sludge cakes.
  • Rock-Soil Engineering
  • NI Xiao-dong, KOU Heng-qi, LIU Yu-kun, XU Shuo, WANG Yuan, SHI Zhi-peng
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 80-87. https://doi.org/10.11988/ckyyb.20220589
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    To investigate the grout diffusion mechanism in shield tail clearance, we propose a visualized test method to assess the backfill grouting’s diffusion effect using transparent soil technology. Firstly, by deriving theoretical relationships, we determined the similarity scale for each physical parameter in the model test and designed the visualized test apparatus. Next, we developed transparent slurry with a refractive index matching that of transparent soil. To gauge the adaptability of the transparent slurry, we conducted a pre-grouting test using the prepared transparent soil and slurry. Subsequently, employing our self-designed test device, we performed sensitivity analysis on three factors: tunnel depth, grouting pressure, and soil properties. The results indicate that the rheological curve of the transparent slurry conforms to that of Bingham fluid, mimicking the actual slurry diffusion pattern. Deeper tunnel burying leads to faster dissipation of slurry pressure, reduced surface settlement value within a limited distance from the tunnel axis, and less dispersion. Increasing grouting pressure leads to a decreasing grouting rate increment, facilitating easier penetration and diffusion of the slurry in poorly graded soil layers.
  • ZHANG Ji-sheng, ZHAO Kang, CHEN Hao
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 88-95. https://doi.org/10.11988/ckyyb.20230770
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    The dynamic response of seabed soil around tidal energy turbine foundations, under the combined action of waves and tidal currents, has become increasingly crucial with the continuous development and utilization of tidal energy resources. To deepen our understanding of the dynamic characteristics within the seabed near tidal energy turbines, we established a numerical model that considers the interaction between waves, tidal currents, seabed, and turbine foundations. The model incorporates the rotational effect of turbine blades, facilitating one-way coupling between the wave sub-model and the seabed sub-model through data exchange on the seabed surface. The Reynolds-Averaged Navier-Stokes (RANS) equations were employed to control the nonlinear fluid motion, while Biot’s theory equations to describe the interaction between the solid and fluid phases in the porous medium. By using this model, we examined the wave-induced responses of surrounding soil of tidal energy turbine’s monopile foundations, and analyzed the soil liquefaction risks under wave action. Simulation results reveal that the rotation of water turbine blades amplifies the wave pressure in front of the pile by 75%, increases the wave height behind the pile by 25%, induces a 24% increase in pore pressure caused by the waves, elevates the yz shear stress by 230%, and enhances the liquefaction depth of the soil behind the pile by 50%.
  • CHANG Liu-cheng, WANG Hong-yu, CAO Jing, WANG Ya
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 96-102. https://doi.org/10.11988/ckyyb.20220507
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    The aim of this study is to explore the influence of sand content on strength characteristics of sand-silt mixtures. To this end, triaxial consolidated drained shear tests and MIP tests were conducted on sand-silt mixtures with varied sand content. Test results indicate that as sand content increases, both the internal friction angle and peak deviatoric stress of sand-silt mixture increase while cohesion decreases. Such changes were more pronounced when sand content is below 30%, and then weakens and tends to stabilize. The increment of peak deviatoric stress raises as the confining pressure increases. When sand content is less than 15%, the strength of sand-silt mixture is controlled by cohesive strength. As sand content increases, the role of frictional strength gradually surpasses that of cohesive strength in influencing the overall strength. The volume shrinkage of the sand-silt mixture leads to a denser soil structure, resulting in an increase in the internal friction angle and peak deviatoric stress.
  • ZHENG Xing, YANG Wen-chao, WEI Wei-qiong, AO Da-hua, ZHANG Sheng, XU Yong-wang
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 103-107. https://doi.org/10.11988/ckyyb.20220600
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    In this study, soil samples with varying P5 content were prepared for the impervious gravel soil of a 300 m ultra-high earth-rockfill dam. Tests were conducted to investigate the influence of P5 content on the compaction, strength, deformation, and permeability characteristics of the soil samples. The characteristic values of the primary and secondary gravel content for the project were determined as 37% and 60%, respectively. With increasing P5 content, the maximum dry density gradually increased while optimum moisture content decreased. When P5 content ranged from 60% to 75%, the maximum dry density remained stable and did not decrease until the P5 content reached 80%. This stable stage can be attributed to particle breakage. Additionally, as P5 content increased, the compression modulus, shear strength parameters, deformation parameters, and permeability coefficient of the soil gradually increased, while the characteristic hydraulic gradient gradually reduced, and consequently changing the seepage failure mode of the soil.
  • ZHOU Xue-you, ZHANG Min, CHANG Zhao-guang, ZHAI Xiao-ping, DING Hao-zhen, WANG Xin-zhi
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 108-114. https://doi.org/10.11988/ckyyb.20220620
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    Assessing the effectiveness of grouting expansive soil cracks presents a formidable challenge in the field of engineering. In this study, we employed micro-CT scanning technology to quantitatively evaluate the grout filling effect of cracks within expansive soil specimens. Slurries of ultra-fine cement and expansive soil with varied dosage was utilized to grout the cracks. CT scans were conducted before and after grouting to obtain internal slice images, which were then subjected to three-dimensional reconstruction and post-processing analysis. The grouting effect of expansive soil cracks and the minimum width of groutable cracks were quantitatively analyzed using overall porosity, layer-by-layer porosity, pore equivalent diameter, and groutable index. The results illustrated that the groutability of slurry improves with an increase in the water-solid ratio. A water-solid ratio of 1.2 can reduce the overall porosity of expansive soil samples by over 99%, and the minimum crack width for a slurry with an ultra-fine cement content of 50% is 0.6 mm. This method provides a reference for quantitatively evaluating the grouting and filling effects of various slurries in expansive soil cracks.
  • ZHOU Rui, WANG Bao-tian, WANG Si-jie, HU Bao, WANG Pei-qing, ZHANG Fu-hai
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 115-122. https://doi.org/10.11988/ckyyb.20221389
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    The aim of this research is to investigate the impact of particle size and dosage of waste tire rubber on the mechanical properties of expansive soil. Following compaction tests, expansive soil was mixed with rubber particles of four different size groups, with dosages of 0%, 5%, 10%, 15%, and 20%, for expansion rate test, unconfined compressive strength test, and direct shear test. Test results indicate that the maximum dry density and optimum water content of the improved expansive soil decrease with increasing rubber particle size, despite the same rubber dosage. Rubber particles, regardless of its size, exhibit inhibitory effect on the expansion potential of the expansive soil, with this effect becoming more pronounced as particle size and dosage increase. The internal friction angle and cohesion of expansive soil mixed with rubber particles of small (<0.25 mm) and large (>2 mm) particle sizes fluctuate significantly with varying mixing amounts. The particle size range of 1-2 mm and dosage range of 10%-15% prove most effective in improving the shear strength of expansive soil. The unconfined compressive strength of expansive soil dosed with rubber particles with the same size initially increases and then decreases with increasing dosage. Similarly, the unconfined compressive strength of expansive soil mixed with rubber particles of the same dosage increases with increasing particle size. A particle size of 2-5 mm and a dosage of 15% are determined as the optimal mixing ratio for compression.
  • ZHANG Xin, LUO Qi-feng, TU Guo-xiang, TANG Hao
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 123-130. https://doi.org/10.11988/ckyyb.20220567
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    Quaternary deposits are widely distributed throughout southwest China. To address the distribution pattern of crushed stone layers within these deposits, a rainfall physical model test was designed specifically for deposits containing crushed stone interlayer. The test aimed to investigate the migration behavior of water and air within the deposits under intermittent rainfall through finite element numerical simulation. The results indicate that pore air pressure acts as a hindrance to rainfall infiltration in slopes. During the initial rainfall, pore air pressure is at its lowest level, resulting in the fastest infiltration speed. Following each rainfall event, the soil undergoes saturation redistribution from the transient saturated zone to the unsaturated zone, leading to the lag of the advancement of the wetting front during subsequent rainfalls. Pore pressure does not dissipate immediately after each rainfall, but reaches its peak later than the rainfall process. Moreover, as rainfall frequency increases, the peak pore pressure is further delayed. Crushed stone interlayers serve as primary pathways for air discharge. In comparison to homogeneous deposits, pore gas pressure in deposits containing crushed stone interlayer dissipates earlier and more rapidly, which, consequently, promotes water infiltration.
  • LIU Wei, RAO Xi-bao, LI Hao-min
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 131-136. https://doi.org/10.11988/ckyyb.20220580
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    To investigate the impact of the over-consolidation ratio of clay on the mechanical properties of clay-concrete interface, direct shear tests were conducted on different interfaces between weakly over-consolidated clay and concrete. Test results revealed that an increase in the over-consolidation ratio of the clay from 1 to 2 led to a 40% increase in the cohesion of the interface and a 38% increase in the internal friction angle. The shear stress-shear displacement relationship followed a hyperbolic model before the interface reached shear failure. Once the shear stress reached shear failure, the interface fractured, entering a divergent state characterized by sliding. With a higher over-consolidation ratio, the shear strength, initial tangential stiffness coefficient, and failure ratio of the interface gradually increased. The shear strength of the interface conformed to the Mohr-Coulomb failure criterion. Empirical formulas were developed to describe the relationship between the over-consolidation ratio and the cohesion, internal friction angle, and slope and intercept within the coordinate system of ΔL/τL. These formulas were combined with the Mohr-Coulomb failure criterion to establish a simple constitutive model for the interface. The rationality of this model was verified using the test data, making it applicable as a reference for other related engineering projects.
  • LI Cong-an, XU Xiao-tong, SHEN Deng-le, WANG Wei, HU Bo
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 137-141. https://doi.org/10.11988/ckyyb.20220627
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    Seepage-induced softening often leads to shallow instability in canal slopes composed of expansive soil. Overburden replacement with cement-modified soil has emerged as a commonly employed method to address this issue. This study focuses on the weak expansive soil along the route of the Yangtze-to-Huaihe Water Diversion Project. Using the GDS triaxial apparatus, we conducted triaxial weak expansion tests on the soil with an initial moisture content of 20% and a compactness of 96%. By examining the variations of volumetric strain and final moisture content with average principal stress, we established a triaxial expansion model that accounts for water content increment and discussed the model’s potential engineering applications. Furthermore, we analyzed the stability of the canal slope and proposed treatment measures. Results indicate that the non-uniform expansion deformation within a certain depth range caused by the shallow expansion of canal slope is the primary factor contributing to slope instability. For low channel slope sections comprised of weak expansive soil (H≤8.7 m), a compressive load of 0.3 m ensures project safety during the operation. The research finding offers a theoretical and design foundation for optimizing engineering design and reducing project costs.
  • Engineering Safety and Disaster Prevention
  • JING Shao-dong
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 142-147. https://doi.org/10.11988/ckyyb.20220643
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    Compared with other oil storage types, underground water sealed cavern has significant advantages in terms of safety, economy and environmental protection. Ensuring the quality of engineering construction is the prerequisite for fully leveraging these advantages. However, there are some drawbacks in the construction quality inspection of water sealed caverns, including inadequate technical investment and poor management processes. These shortcomings result in potential risks to project quality and hinder the full utilization of cavern projects’ benefits. This study emphasizes the importance of project quality inspection in guaranteeing the quality of cavern projects, facilitating dynamic design adjustments, and strengthening process control. Taking into account the distinctive characteristics of underground water sealed oil cavern engineering, such as surrounding rock stability, water sealing, and maintenance conditions, we analyzed the key aspects of construction quality control and inspection. Considering the issues present in the quality inspection and management approach of cavern engineering, we discussed the establishment of an on-site third-party laboratory and highlighted its role and advantages. Furthermore, we proposed reasonable measures to ensure the effective operation of the third-party laboratory, along with the suggestion of developing specific technical regulations for quality inspection of water sealed cavern engineering.
  • ZHU Xiao-lin, SHEN Jian-guo, SHEN Yong-jin
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 148-152. https://doi.org/10.11988/ckyyb.20220621
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    Ensuring engineering safety is of utmost importance during the construction and maintenance of dams. Regular leakage inspections play a critical role in preventing potential engineering disasters. To precisely locate dam body leaks, we propose a transient electromagnetic detection method utilizing electrode excitation. The electrodes generate transient electromagnetic fields in the conducting medium at the moment of power supply, while the resulting response signal carries conductivity information of the medium. Leakage within the dam body induces changes in medium conductivity, consequently impacting the transient electromagnetic response. Notably, in high-resistance media like aquifers, the response signal propagates faster and exhibits larger signal values, which is conducive to improving the accuracy of identifying leakage point. Employing the electrode system, we implemented three detection schemes to measure leaks in the Guxian dam. By performing corridor-based transmission and underwater-based reception, as well as underwater transmission with reception at corridor steps, we identified the leakage position from both horizontal and vertical perspectives. Analysis of the measured data confirmed leakage at the transverse joints between the 2# and 3# sections, aligning with the actual situation.
  • Hydraulic Structure and Material
  • MA Ji-dong, WU Zhi-gang, FEI Xin-feng, LÜ Wei-juan, LI Gao-chao
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 153-159. https://doi.org/10.11988/ckyyb.20220583
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    Surface thermal insulation boards are commonly employed in concrete dam projects in the alpine region of northwest China to prevent thermal stress-induced cracks in the dam structure. However, issues such as the detachment and loss of insulation boards can jeopardize the structural safety of dam during operations. In this study, an arch dam in the alpine region is used as a case study to analyze the impact of insulation board detachment on concrete. The analysis combines a thermal-structural coupling numerical simulation method with a statistical model based on displacement monitoring data. The numerical simulation results demonstrate that the temperature influence in the detachment area mainly occurs on the concrete surface. The maximum temperature difference is approximately 9 ℃, and the corresponding displacement difference of characteristic points reaches up to 2 mm. The maximum principal tensile stress on the concrete surface in the detachment area is 0.841 MPa. Moreover, the statistical model of dam body displacement confirms that the amplitude of displacement changes before and after detachment can reach 6 mm, aligning with the patterns observed in the numerical simulation results. The research findings provide valuable insights for investigating thermal insulation boards on concrete arch dams in alpine areas.
  • YAN Hai-feng, ZHAO Geng-qi
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 160-166. https://doi.org/10.11988/ckyyb.20220537
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    Tailings, a byproduct of mineral processing, pose a significant global environmental issue. These waste materials accumulate and contaminate the surrounding areas with heavy metals. To explore the possibility of reusing tailings in concrete, we selected copper mine tailings as a partial substitute for cement in concrete preparation, and performed tests on concrete samples to assess the compressive strength, resistance to chloride ion penetration, Toxicity Characteristic Leaching Procedure (TCLP), and X-ray diffraction (XRD). The findings revealed a substantial loss of early compressive strength, and also a decline of compressive strength with higher replacement rates of copper tailings. At the age of 28 days, compared to ordinary concrete, samples containing 10%-40% copper mine tailings exhibited improved resistance to chloride ion penetration, whereas those with 50%-60% copper mine tailings displayed a decrease. However, at the age of 90 days, the resistance to chloride ion penetration of all tailings samples improved. This improvement can be attributed to the participation of copper mine tailings in cement reactions, resulting in the stabilization of metals through metal hydroxide precipitation or their presence within cement crystals. Moreover, the leaching rate of heavy metals in all copper mine tailings samples was within standard limit.
  • TU Cong-gang, DU Wei-qiong
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 167-172. https://doi.org/10.11988/ckyyb.20220519
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    The radial gate of the discharge outlet on the left bank of Erlongshan Reservoir in Shaanxi Province was damaged due to the instability of the support arm. To investigate the primary causes behind the instability, we analyzed the strength and stability of the gate arm using the statics analysis module and linear eigenvalue buckling analysis module based on ANSYS following a comprehensive analysis of the accident site. Results indicate that the buckling failure of the gate arm occurred primarily due to inadequate sectional bending capacity. Based on these findings, we put forward recommendations regarding the renovation by using box beam arm structure. Subsequent verification demonstrates significant improvements in the strength and stability of the box beam structure arm, consequently meeting the specifications and safe operation requirements. The recommended method is of referential value for the safety evaluation and renovation of similar arc gates in other hydraulic engineering projects.
  • Scientific Expedition and Research in the Headwaters of the Yangtze River
  • SHAO Jun, QIAN Xiao-yan, XIE Shan, DU Tao, TANG Yao-yao, XIANG Bi-wei
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 173-179. https://doi.org/10.11988/ckyyb.20230606
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    Based on runoff data collected from the Tuotuohe and Zhimenda hydrological stations, we examined the historical runoff patterns over the past six decades, and analyzed the intensity and temporal characteristics of ENSO (El-Niño Southern Oscillation) events using the Oceanic Niño Index. We also investigated the response of runoff to ENSO events and explored the potential influence of ENSO events on runoff through the lens of sea-air coupling and its impact on atmospheric circulation. The findings revealed an oscillating increasing trend in runoff at both stations, particularly noticeable since 2000, indicating a significant upward trend in runoff. Analysis of the response of runoff in the source region of Yangtze River during ENSO events demonstrated a higher probability of runoff drying up during warm events between 1960 and 2000, regardless of the current year or the subsequent year. Conversely, during cold events, both stations exhibited a comparable probability of drying up in the current year and abundant or dry conditions in the following year. Notably, after 2000, runoff in the source region experienced a substantial increase. Prior to 1970 and after 2000, runoff in the region was positively correlated with ENSO events in terms of time-frequency structure. Following an ENSO event, abnormalities in the zonal and meridional atmospheric circulation occurred, subsequently affecting ocean heat and water vapor transport to the plateau. These changes ultimately impacted the precipitation and runoff patterns in the Qinghai-Tibet Plateau.
  • CHEN Peng, JIN Zhong-wu, ZHOU Yin-jun, TANG Rou-xin, FENG Zhi-yong
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 180-185. https://doi.org/10.11988/ckyyb.20221516
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    Located in the Qinghai-Tibet Plateau, the source region of Yangtze River is characterized by harsh climatic conditions, resulting in a lack of substantial runoff and sediment transport data in the region due to technological limitations. To address this issue, we looked into the temporal and spatial variations of water and sediment of rivers in the source region of Yangtze River based on data collected from hydrological stations and 14 field observation sites between 2012 and 2021. Findings indicate that: 1) Runoff in the source region of Yangtze River exhibits a significant correlation with precipitation and temperature. Sediment discharge is strongly correlated with runoff, with a correlation coefficient reaching 0.842, followed by a noteworthy correlation with precipitation, with a coefficient of 0.610. 2) Influenced by temperature, precipitation, and other factors, the runoff and sediment transport in rivers across the source region display evident spatial differences. On an interannual basis, larger flow rates occurred in 2018, 2020, and 2021, while smaller in 2019. Sediment concentration reached its peak in June 2019. 3) The median particle size of suspended sediment exhibits an overall increasing trend, and that of bed sediment tends to be large in general. Specifically, the mainstream of Tongtian River, Buqu River, and Gaerqu River showcases the largest median grain size of bed sediment. Yet the interannual variation patterns differ across various sections of the river. The research findings serve as a reference for understanding the runoff and sediment transport patterns in data-scarce areas, and also offer a technical support for the protection of the source region of Yangtze River.
  • ZHOU Si-ru, XIN Zhong-bao
    Journal of Changjiang River Scientific Research Institute. 2023, 40(10): 186-194. https://doi.org/10.11988/ckyyb.20220660
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    The Qinghai-Tibet Plateau, renowned as the “water tower of Asia” and the “third pole,” exerts a profound influence on water security and the livelihoods of people in China and neighboring countries. This study examines the changes in water resources on the Qinghai-Tibet Plateau and their influence. To carry out this analysis, remote sensing and reanalysis data from 103 meteorological stations surrounding the plateau, as well as eight types of satellite remote sensing data from domestic and international sources, are utilized. Linear trend estimation, Mann-Kendall trend tests, and correlation coefficient methods are employed to investigate the trend of precipitation change on the Qinghai-Tibet Plateau from 1980 to 2019, as well as the suitability of each dataset. The applicability of these eight satellite remote sensing and reanalysis data is assessed by using correlation coefficients (R), relative errors (BIAS), and root mean square errors (RMSE). The findings are as follows: 1) the eight precipitation datasets can generally depict the spatial distribution of precipitation on the Qinghai-Tibet Plateau, although significant differences in accuracy exist. Among them, Yang Kun’s CFMD dataset exhibits the highest quality, with a relative error of 13.64%. 2) Various meteorological data reveal a significant increase in overall precipitation over the past four decades on the Qinghai Tibet Plateau, covering an area of 12.8%-69.82%. However, arid regions with complex topography or low precipitation display higher relative errors. Additionally, the scarcity of observation stations greatly affects dataset quality. 3) During the past four decades, approximately 66% of the Qinghai-Tibetan Plateau witnessed an upward trend in precipitation, particularly in the central and northern regions. Conversely, the Yarlung Zangbo River, Nujiang River, Lancang River, and the lower reaches in the source region of Yangtze River in the southeastern part of the plateau experienced a significant downward trend. 4) Among the plateau’s watersheds, the source area of the Yellow River observed the most rapid increase in precipitation, at a rate of approximately 5 mm/year. Conversely, the Nujiang River Basin and the lower reaches of the Yarlung Zangbo River Basin experienced the fastest decrease, exceeding 9 mm/year.