Home Table of Contents

01 January 2024, Volume 41 Issue 1
    

  • Select all
    |
  • Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 0-0.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
  • Comprehensive Management of River Basin
  • GONG Wen-ting, CAO Rui, TAN Zheng-yu, XING Long, WANG Wei-yu, ZHU Wen-li, LI Shuai
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 1-8. https://doi.org/10.11988/ckyyb.20221693
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In recent years, the issue of refilling cascade reservoir group in the upper Yangtze River at the end of flood season has become increasingly prominent. Ensuring flood control safety while raising the reservoir water level and facilitating a smooth connection between flood control and reservoir refill operations is of particular importance. Using power generation and water utilization rate as evaluation criteria, we investigated the strategy of in-advance water refill during flood season (July to August) for cascade reservoirs in lower Jinsha River, namely Wudongde, Baihetan, Xiluodu, and Xiangjiaba. The findings indicate the following: 1) In normal (50%), low (75%), and extremely low (90%) inflow conditions, the reservoir water level for Wudongde and Baihetan should be raised in advance as much as possible, with priority given to Wudongde. Specifically, regardless of whether the inflow in August is normal or low, if the inflow in July is normal, the water level of Wudongde should be raised above 960 m as a priority. On the other hand, if the inflow in July is low, the water level of Wudongde should be raised above 954 m as a priority. 2) For Xiluodu, regardless of the inflow conditions, it is advisable to raise the reservoir water level as much as possible, while ensuring it does not exceed 585 m.
  • FENG Jia-ning, LI Xiao-ying, ZHANG Yan, ZHANG Meng-xian
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 9-17. https://doi.org/10.11988/ckyyb.20221124
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To coordinate between flood control and profit promotion and enhance the efficient utilization of flood resources, we proposed a stage-based division of flood season using the improved fuzzy set method, and subsequently established a system coordination degree model to calculate the dynamic control domain of flood limit water level. The limit water levels in Silin Reservoir, as an example, in pre-flood season and post-flood season are directly proportional to the synergetic contribution degree of power generation benefit, but inversely proportional to the synergetic contribution degree of flood control risk. To achieve the maximum degree of system coordination, the dynamic control domain of flood limit water level is recommended to be [435, 437]m and [435, 438]m in pre-flood season and post-flood season, respectively. These recommendations would lead to additional electricity generation of 2 169.907×104 kW·h and 6 509.722×104 kW·h, and an increase in water resources utilization of 0.716×108 m3 and 1.079×108 m3, during the pre- and post-flood seasons, respectively. The findings of this study contribute to improved flood resource utilization and offer valuable insights for the safe and reasonable operation of reservoirs.
  • River-Lake Protection and Regulation
  • SHAN Min-er, ZHOU Yin-jun, GUO Chao, LIU Xin, SUN Gui-zhou, LI Zhi-jing
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 18-25. https://doi.org/10.11988/ckyyb.20221186
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In recent years, aquatic plant disasters in cascade reservoirs with low head due to slow flow velocity and small water depth has emerged as a new problem in reservoir management. To tackle the Elodea canadensis disaster in the Wangfuzhou Reservoir area, an approach involving local topographic transformation was implemented. The aim was to create an unfavorable hydrological environment for the growth of Elodea. We propose a concept of hydrodynamic improvement rate to quantitatively describe the changes in hydrodynamic strength before and after transformation. Furthermore, we established an entropy-TOPSIS model to select the optimum plan for each area in comprehensive consideration of the hydrodynamic improvement effect, the environmental impact, and transformation benefits. The major findings are as follows: in area A, under periodic flow rate, modification scheme 1 exhibits a meager hydrodynamic improvement rate of only 5.16%, which is much lower than the rates achieved by scheme 2 (59.15%) and scheme 3 (63.62%). For area B and area C, scheme 1 weakens the hydrodynamic strength, while scheme 2 and scheme 3 yield improvement rates of 16.02% and 20.19% for area B, and 45.47% and 51.99% for area C, respectively. The improvement rates of both scheme 2 and scheme 3 are relatively close. By using the entropy weight method, we obtained the weights of each index in the three areas, ranking from transformation benefit to average transformation depth and hydrodynamic improvement rate in descending order. Taking into account the overall hydrodynamic improvement rate, environmental impact, and transformation benefit, the comprehensive evaluation index calculated using the TOPSIS model suggests that Scheme 3 is superior to Scheme 2 and Scheme 1. Thus, Scheme 3 is identified as the optimal transformation scheme for each area.
  • Water Resources
  • WANG Yong-qiang, LIU Wan, LI Xiao-dong, XU Ji-jun
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 26-35. https://doi.org/10.11988/ckyyb.20221195
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Rainfall-runoff simulation based on land-atmosphere coupling model plays a significant role in understanding the hydrological cycle process under changing conditions. By analyzing the basic input data, weather model, and land hydrological models, we summarize the framework of the land-atmosphere coupling model for rainfall-runoff simulation. Furthermore, we review the development history and discuss the enhancements made through ensemble predictions, data-driven models, as well as improvements in land hydrological models and weather models. We identify four crucial technical issues: multiscale conversion, bidirectional coupling, uncertainty assessment, and error correction. Additionally, we discuss the future research prospects aiming to provide valuable references for advancing research on land-atmosphere coupling models in rainfall-runoff simulation.
  • OUYANG Shuo, HU Zhi-dan, SHAO Jun, GONG Li, DU Tao
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 36-43. https://doi.org/10.11988/ckyyb.20221144
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Situated in the eastern monsoon region of China, Yangtze River Basin is highly vulnerable to the impacts of climate change and prone to be stricken by frequent and severe flood and drought disasters. It is crucial to analyze the future spatiotemporal trends of hydrological and meteorological elements in the Yangtze River Basin. Based on the precipitation prediction results of the CanESM5 model released by CMIP6 under low, medium, and high forcing scenarios, namely SSP1-2.6, SSP2-4.5, and SSP5-8.5, respectively, we employed the daily bias correction method to examine the spatiotemporal evolution of precipitation over the next four decades. In spatial scale, the annual average precipitation across the Yangtze River Basin remains a pattern of increasing from northwest to southeast; and in temporal scale, future precipitation trends in the upstream basins of Pingshan and Yichang, which are key control stations, exhibit significantly higher mean and extreme values over the next four decades than those in historical period. In particular, precipitation levels in the SSP5-8.5 scenario are notably higher than those observed in the SSP1-2.6 and SSP2-4.5 scenarios. Moreover, we observed a significant linear correlation between annual precipitation and time in the upstream of Pingshan section under the SSP1-2.6 and SSP5-8.5 scenarios, but no significant correlation for the Yichang section. However, under the SSP2-4.5 scenario, the correlation between annual precipitation and time in the upstream of both sections remains significant.
  • HU Ke-ke, HE Jian-cun, ZHAO Jian, TA Yi-er, SU Li-tan
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 44-51. https://doi.org/10.11988/ckyyb.20221143
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Ecological base flow plays a pivotal role in maintaining the health and stability of river ecosystems, especially in inland arid areas that lack sufficient water resources. This study focuses on three representative seasonal inland rivers, namely the Kriya River, Niya River, and Qarqan River, located on the northern slope of the Kunlun Mountains. By analyzing hydrological data from 1978 to 2014, we employed four hydrological methods, including the QP method, Tennant method, the Texas method and others to calculate and determine the ecological base flow values of the three rivers. Furthermore, we investigated their spatial-temporal differentiation characteristics and influencing factors. The results indicate that the Tennant method is more suitable for calculating the ecological base flow in the northern slope of the Kunlun Mountains. In terms of temporal variation, the maximum monthly flow values for all three rivers occurred in July, while the minimum values in January. The interannual maximum flow was observed in near 2010, whereas the minimum value recorded in near 1980,increasing at rates of 1.378 m3/s·(10 a)-1,0.653 m3/s·(10 a)-1,and 3.066 m3/s·(10 a)-1,respectively, for the three rivers. Regarding spatial distribution, the Qarqan River exhibits the highest flow rate in spring, followed by the Kriya River, and then the Niya River. In summer and autumn, the ranking changes to Kriya River,Qarqan River,and Niya River in descending order.Despite evident fluctuations in the same river, the differences in changes between different rivers are not significant (p>0.05). The primary factors influencing the temporal and spatial differences in ecological base flow are temperature, precipitation, and human activities. Among these factors, the Qarqan River Basin demonstrates the strongest correlation between temperature, precipitation, and ecological base flow, with correlation coefficients r=0.876 and r=0.917,respectively.Taking into account the spatial and temporal distribution of ecological base flow and the characteristics of climate change in the basin, we propose comprehensive management and control objectives for each month in a year for the three rivers. The findings can serve as a valuable reference for river ecological restoration, as well as water resources management and allocation on the northern slope of the Kunlun Mountain.
  • Water Environment and Water Ecology
  • HUANG Yu-bo, CAO Guang-rong, FAN Xiang-jun, YANG Xia, SHU Wei-min, BI Yong-hong
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 52-58. https://doi.org/10.11988/ckyyb.20221549
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In the aim of investigating the inhibitory effect of Three Gorges Reservoir (TGR) operation in flood season on water bloom in its tributaries, we monitored the algal community and environmental parameters of water body in Xiaojiang River, a representative tributary of TGR, before, during, and after TGR operation from June 24th to July 3rd, 2022. We employed the Kruskal-Wallis rank test to analyze the changes in water environment, the Pearson correlation and stepwise regression analysis to examine the relationship between algae and environmental factors, and RDA to assess the contribution of different environmental factors to the variation of algae community structure. Additionally, we constructed a structural equation model to analyze the influence of reservoir operation on water bloom. The results demonstrated a significant decrease in algal biomass characterized by chlorophyll a concentration (from 58.33 μg/L to 6.41 μg/L) after the operation in the permanent backwater area where severe bloom occurred. In the whole backwater area, water temperature, pH value, and TN concentration decreased, while TP concentration and NO-3-N concentration increased (P<0.01). Stepwise regression analysis revealed that algal biomass was primarily influenced by total nitrogen (TN), nitrate (NO-3-N), phosphate (PO3-4-P), water temperature, electrical conductivity, and chemical oxygen demand (COD), explaining 79% of the biomass variation. The structural equation model indicated that water level rise led to a reduction in COD concentration and an evident decrease of chlorophyll a concentration. This study conclusively shows that proper reservoir operation can effectively inhibit water bloom in the tributary of the Three Gorges Reservoir. These findings provide a basis and a solution for reservoir eco-friendly management practices.
  • LIU Feng-zhu, ZHANG Chi-peng, YANG Ze-yan, LUO Huan, LUO Jiang-lan
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 59-65. https://doi.org/10.11988/ckyyb.20220852
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    This study focuses on the Duliu River, which has been contaminated due to antimony mining. Water and suspended particulate samples were collected from the upstream reaches and analyzed using tangential ultrafiltration, S isotope technology, and ion chromatography to obtain the physical and chemical properties. The aim is to investigate the effects of mining activities on the concentration of antimony (Sb) in rivers and the mechanisms behind the transformation and purification of Sb in different hydrological conditions. Results show that from the initial pollution point to the Sandu county section, the concentration of dissolved Sb decreased from 148.77 μg/L to 49.98 μg/L. Affected by antimony mining, the δ34S value in mainstream Duliu River increased, ranging from -0.58‰ to 1.21‰ and exhibiting a significant positive correlation with Sb concentration (r=0.71,p<0.05). The contribution ratio of producing and closed mines to the Sb concentration in the downstream section was 1.3:1. The concentration of dissolved Sb, including truly dissolved and colloidal Sb, was approximately 170 times that of particulate Sb, with truly dissolved Sb accounting for over 80%, mainly in the form of SbO-3. Despite lower concentration of suspended particulates in the reservoir compared to river sections, the Sb concentration in reservoir was higher. Sb was less likely to transform into colloid and particulate and was not easily removed through adsorption and agglomeration. Moreover, health risk assessment indicated that the HI and CR values were in the ranges of 3.59-10.77 and 2.52×10-3-7.55×10-3, respectively, implying possible carcinogenic risks to humans. In conclusion, truly dissolved Sb was the primary form posing a health hazard. This study provides a scientific basis for Sb pollution control and ecological protection in the contaminated Duliu River.
  • MA Xiang-yu, YAN Feng
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 66-74. https://doi.org/10.11988/ckyyb.20220831
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In line with the finite discrete benchmark values specified in the China 2020 Water Quality Criteria for Freshwater Aquatic Organisms:Ammonia Nitrogen issued by China's Ministry of Ecology and Environment, we quantitatively assessed the ecological risk (RQ) associated with ammonia nitrogen to aquatic organisms at six key measurement stations within Poyang Lake in 2018. We further elaborated the influences of temperature and pH levels on the toxicity of ammonia nitrogen to aquatic organisms, and advocated for the application of the China 2020 Water Quality Criteria for Freshwater Aquatic Organisms:Ammonia Nitrogen. This offers a much-need empirical reference and quantitative database for effectively managing ammonia nitrogen levels within Poyang Lake. The findings reveal several trends: the most elevated average concentration of ammonia nitrogen arises during the winter months while the lowest happens in the fall; both the short-term water quality benchmarks (SWQC) and long-term water quality benchmark (LWQC) in summer are the least, whereas the spring records the highest. Noting an LRQ>1 in representative summer months for Poyang Lake indicates that the ongoing ecological risk posed by ammonia nitrogen surpasses environmental tolerance levels in that period. Furthermore, raised water temperature and pH levels contribute to a decrease in summer SWQC and LWQC, hence escalating the ecological risk. As such, pH value monitoring and early warning should serve as a prime focus of water resource management strategies for Poyang Lake.
  • YANG Fan, MA Wei, CHEN Xin, WANG Yun-fei, WANG Jun-liang
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 75-82. https://doi.org/10.11988/ckyyb.20221294
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Abnormally high pH levels (pH > 9) have emerged as a significant water environment issue in Dianchi Lake and other highland lakes (reservoirs). By using correlation analysis and multiple linear regression, we systematically examined seven water quality indicators at eight sampling locations in the south part (which is called “Waihai”, the outer waters) of Dianchi Lake during 2016-2019. Our aim was to investigate the causes of abnormally high pH values in Dianchi Lake in recent years, and to identify its primary driving factors. Findings reveal that the abnormally high pH values in Dianchi Lake primarily occurred in summer, autumn, and winter. Specifically, during summer and autumn, no water quality indicators exhibited significant positive correlation with pH value; however, during winter, pH value was significantly positively correlated with dissolved oxygen (DO) and chlorophyll-a (Chl-a) concentration. In particular, Chl-a contributed remarkably to the abnormally high pH values in summer, autumn, and winter, with standardized coefficients of 0.260, 0.231, and 0.444, respectively. Such contribution surpassed those of other physicochemical factors during autumn and winter, with larger significance. Multiple linear regression models for summer, autumn, and winter were statistically significant, without notable issues regarding variable's collinearity or regression residual bias. These results clearly indicate that the abnormal proliferation of phytoplankton is the main cause of the abnormally high pH values in Dianchi Lake. These findings can guide efforts in identifying and scientifically treating the abnormally high pH levels in highland lakes and reservoirs.
  • YI Fu, TAO Han, DU Chang-bo, QI Xu-peng, ZHAI Wei-kun, XU Zhan
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 83-89. https://doi.org/10.11988/ckyyb.20221207
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To better predict the impacts of tailings pond breaches and quantitatively understand the breach process and downstream effects, we prepared a composite model sand by mixing fine-grained tailing sand and expanded perlite in a 1.5:1 volume ratio. Indoor tests and measurements of underwater angle of repose confirmed the feasibility of the composite model sand under similar conditions. Based on this, we conducted large-scale overtopping dam failure tests under extreme conditions to analyze the changes in dam breach process, flow process, section morphology evolution, phreatic line, inundation elevation and range. The physical model test lasted 140 minutes, during which the composite model sand discharge accounted for 10.76% of the total storage capacity, and downstream siltation accounted for 95.21% of this discharge. These results are consistent with the real-world situation of overtopping failure, demonstrating the reasonability and effectiveness of the composite model sand for more realistically simulating tailings pond breach processes. These findings also offer new insights for selecting model sand in future overtopping failure tests for tailings pond.
  • CHEN Feng, LIU Shu-guang
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 90-97. https://doi.org/10.11988/ckyyb.20221200
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In this paper, we summarize domestic and foreign research findings and case analyses on water disasters and disaster prevention in urban underground space, following a review of the existing research status. We categorize the characteristics of water disasters in urban underground space into two types: those resulting from surface flood disasters and those caused by engineering activities or changes in surrounding water environment characteristics. The interplay and responses of water disaster environments inside and outside urban underground spaces are analyzed. To address the complexity of water disaster distribution in urban underground space, we identify common scientific challenges and technical bottlenecks in domestic water disaster prevention and control in urban underground space by examining the key factors of disaster causes and the coupling response relationship. Furthermore, taking a multi-objective and multi-level approach, we analyze the key scientific problems and technical routes for water disaster prevention and control in underground space. Emphasizing the need for systematic consideration, we also propose solutions to highlighted scientific and technological problems that require focus and reinforcement. Additionally, we outline the development prospects of water disaster prevention in urban underground space from three perspectives: scientific problems, key technologies, and solutions.
  • Rock-Soil Engineering
  • ZHU Jie-bing, LÜ Si-qing, WANG Bin, ZHU Yong-suo
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 98-106. https://doi.org/10.11988/ckyyb.20220952
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    As China's economy rapidly develops, tunnel engineering construction increasingly faces complex geological environments, such as deep burial depth, high geostress, high geo-temperature, and high osmotic pressure. Consequently, investigating the mechanisms and safety prevention and control of water inrush in tunnels under these complex environments through physical model tests has become a significant topic in rock mechanics research. Based on recent research on scaling physical model tests for water inrush in tunnels both in China and abroad, we systematically review the similarity theory of fluid-solid coupling, the development of similar materials, and osmotic pressure loading methods. Furthermore, we explore potential directions for future research. After consulting various literature sources and examining typical water inrush cases, we summarize the similarity criteria for fluid-solid coupling and high geostress, the selection schemes and proportions of similar materials, and water pressure loading schemes for tests. We also suggest that future research may focus on two aspects: 1) study of similarity criteria for physical model tests in consideration of temperature fields, and 2) study of the gradual transition process between water inrush and mud inrush.
  • WANG Zhi-chao, PENG Zhu, PENG Feng, YAN shi
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 107-113. https://doi.org/10.11988/ckyyb.20221020
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Polyurethane improvement is a novel, eco-friendly, and rapid method for soil improvement. This study aims to evaluate the effectiveness and applicability of polyurethane rapid improvement for calcareous sand in the South China Sea. The optimal gelling time, static and dynamic strength, and permeability characteristics of polyurethane-cured calcareous sand were investigated through unconfined compressive strength tests, static and cyclic load triaxial tests, and permeability tests. The obtained results encompass both mechanical and permeability properties. Notable findings include: 1) the optimum gelling time for the cured samples is 6.5 hours. 2) The cohesion of the cured calcareous sand significantly improves with increasing polyurethane content, while the internal friction angle remains relatively unchanged. The polyurethane calcareous sand cured in sea water maintains a high strength. 3) Increasing the polyurethane content leads to an increased initial dynamic shear modulus of the calcareous sand, but a reduced maximum damping ratio. 4) The permeability coefficient of the calcareous sand ranges around 10-6. However, upon adding polyurethane (2%-10%), this value decreases to 10-8-10-7, demonstrating a remarkable sealing effect of polyurethane.
  • SHI Ming-lei, TIAN Xin-tao, WANG Hua-jin, YU Chang-yun, DU Xu-yang, ZHANG Rui-kun
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 114-120. https://doi.org/10.11988/ckyyb.20220847
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    We conducted indoor experimental research to evaluate the unconfined compressive strength, splitting strength, resilient modulus, and dry-wet and freeze-thaw durability of phosphogypsum-activated cement-lime solidified red mud for road applications. The aim was to investigate the feasibility of using this solidified red mud as a road base material. The experimental results demonstrate that the best road base performance is achieved when the curing agent mixing ratio is mcement:mlime:mphosphogypsum=8:2:2. The 7-day unconfined compressive strength reaches 4.18 MPa, meeting the strength requirements of road base. The splitting strength and resilient modulus at 28-day age are 0.256 MPa and 1 020 MPa, respectively. After five cycles of dry-wet and freeze-thaw, the mass change rate is less than 2%, and the strength loss index (BDR) exceeds 80%. Microscopic analysis using a mercury intrusion test reveals that the AFt (ettringite) generated from the reaction of phosphogypsum could enhance the strength of red mud by filling pores (0.1~1 μm) in the solidified red mud. However, excessive AFt causes volumetric expansion and gives rise to micro-crack pores (1~10 μm), resulting in deteriorated strength performance. In conclusion, the performance test results indicate that the solidified red mud prepared with a ratio of mred mud:mcement:mlime:mphosphogypsum=100:8:2:2 can be effectively used as a substitute for traditional pavement base materials. This discovery provides a broader avenue for the comprehensive utilization of red mud.
  • ZHONG Wei-hua
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 121-127. https://doi.org/10.11988/ckyyb.20220891
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In the aim of environmental protection and promoting the utilization of industrial by-products, we conducted one-dimensional consolidation and scanning electron microscope (SEM) tests on cement solidified soil mixed with industrial by-products such as ground granulated blast-furnace slag, fly ash, and calcium carbide slag. We examined the microscopic mechanism of industrial by-products' type, content, and curing age affecting the compressibility behavior of cement solidified soil. Results demonstrated a significantly positive effect of industrial by-products on the compressibility behavior of cement solidified soil. As the content of industrial by-products increased, the void ratio and compression amount of solidified soil gradually decreased, while the yield stress increased. Moreover, the compressibility of soil solidified by cement with calcium carbide slag increased with higher content, whereas the compressibility of soil solidified by cement with fly ash and ground granulated blast-furnace slag initially increased and then decreased. The optimum content varied dependent on the type of industrial by-products. SEM test revealed that the improvement in compressibility can be attributed to cementation and filling effects. Additionally, we established a prediction model of compression amount based on the bounded function to offer reference for future construction and research.
  • LI Qian, LUO Jing, PEI Xiang-jun, ZENG Kun-xiang, SHAN Shi-han, JIANG Rong-hao
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 128-135. https://doi.org/10.11988/ckyyb.20220810
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To effectively address the issues of severe freeze-thaw erosion and ecological restoration of excavated slopes in alpine regions, our study focused on the excavation slopes in the Duoxiongla Industrial Plaza as a case study. In view of the climatic characteristics and based upon traditional solidified sand with modified materials, we investigated the effects of adding different proportions of straw fiber on the permeability, shear strength, and freeze-thaw resistance of straw fiber reinforced solidified soil. Our analysis aims to examine the effectiveness of reinforcement and solidification, explore optimal ratios, and reveal the underlying reinforcement mechanism. Results demonstrate that the addition of modified material and straw fiber reduced soil permeability and increased soil cohesion when compared to pure sand. Moreover, the internal friction angle remains essentially unchanged. Moisture content is the primary factor that affects soil permeability, while straw fiber is the main contributor to soil cohesion. In addition, the freeze-thaw resistance of reinforced soil is significantly better than that of pure soil. The highest level of freeze-thaw resistance can be achieved when modified material, water, and straw fiber account for 0.234%, 15%, and 0.3% of sand mass, respectively.
  • ZHANG Wan, DING Jiu-long, LI Bo, CHEN Ze-yi, XUE Yi-feng, ZHAO Wei
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 136-142. https://doi.org/10.11988/ckyyb.20230084
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To investigate the shear mechanical properties of straw fiber reinforced loess, we conducted triaxial shear tests and scanning electron microscopy tests. These tests aimed to examine the influence of fiber content, fiber length, and soil moisture content on the shear-strain characteristics and shear strength of the reinforced loess, as well as the reinforcing mechanism. The results of the tests demonstrate that the addition of straw fibers significantly enhances the shear strength of loess by increasing soil cohesion. Importantly, the admixture of straw fibers does not alter the type and characteristics of the deviatoric stress-strain curve of loess, which remains strain-hardening in nature. Through further analysis, we determined that the optimal values for fiber content and length are 0.3% and 10 mm, respectively. Beyond these optimal values, an excessive number of weak interfaces within the soil mass would weaken the integrity of the reinforced loess. Consequently, the bond and friction between the fibers and soil decrease, leading to a decline in the shear strength of the reinforced loess. Additionally, we found that the best moisture content for reinforced loess coincides with the optimal moisture content of pure loess. However, if the moisture content of reinforced loess exceeds this optimal value, a thickening water film forms on the surfaces of the fibers and soil. This, in turn, increases lubrication and reduces friction between the fibers and soil, ultimately resulting in a decrease in the shear strength of reinforced loess.
  • CHANG Zhou, YAN Chang-gen, AN Ning, LAN Heng-xing, SHI Yu-ling, BAO Han, XU Jiang-bo
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 143-150. https://doi.org/10.11988/ckyyb.20220826
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To assess the impact of wetting-drying cycles on the hydraulic properties of undisturbed loess, we performed saturated permeability tests and soil-water characteristic tests on Q3 loess from Gansu Province under four different wetting-drying cycle paths. The aim is to examine the changes in permeability and soil-water characteristic curves (SWCC) with the number of cycles, cycle amplitude, and lower bound water content. Results revealed that the deterioration of saturated permeability coefficients can be modeled using a hyperbolic function with respect to wetting-drying cycles. After six cycles, the deterioration tends to stabilize. As cycle amplitude increases, the deterioration of saturated permeability coefficients exhibits a linear increase, while a linear decrease with the rise in lower bound water content. The SWCC of loess can be represented by the V-G model; parameters θs, α, and n remain relatively unaffected, whereas the parameter θr declines exponentially with an increase in the number of cycles. Deterioration models for saturated permeability coefficients and SWCC models considering the above three parameters of wetting-drying cycles are established, enabling the prediction of unsaturated permeability coefficients of loess.
  • REN Ji-xun, JIA Lin, YANG Jian-xin, HU Jun, LIN Xiao-qi, ZENG Dong-ling
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 151-158. https://doi.org/10.11988/ckyyb.20220792
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Difference in groundwater salinity can impact the thermodynamic properties of soil. Understanding the influence of groundwater salinity on the freezing temperature field at the bottom of foundation pit under seepage condition is crucial for municipal underground engineering, mine engineering, and undersea tunnel construction. In this study, we employed the COMSOL hydrothermal coupling module to investigate the development pattern of the freezing temperature field at the bottom of a foundation pit with varying salinity of groundwater. Through thickness comparison and path analysis of the freezing wall, we determined the effect of groundwater salinity on freezing temperature field: when salinity exceeds 3%, seepage flow significantly affects the formation of the freezing curtain at the pit's bottom, and in particular, the downstream is more affected than the upstream. Furthermore, an increase in salinity leads to a gradual rise in the freezing curtain's temperature after an initial freezing period of 40 days. This increase in salinity is also accompanied by slower cooling rate, thinner freezing curtain, and consequently, poorer freezing effects.
  • FANG Qiang, ZHANG Qi-hua, ZHU Huan-chun, LI Yang, WU Shu-yu
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 159-166. https://doi.org/10.11988/ckyyb.20220863
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The genetic mechanism of cataclastic loose rock mass in the dam site area of Rumei Hydropower Station on the Lancang River was first analyzed through qualitative analysis of engineering geology. On this basis, a geological generalization model was established using the discrete element UDEC software to simulate the combined influence of self-weight stress field and tectonic stress field on the formation process of river valley downcutting and bank slope cataclastic loose rock mass. Results revealed diverse unloading forms in the dam site area, with “push dislocation” having the largest impact and the most complex mechanism. As the river valley undergoes downcutting, the in-situ stress of bank slope rock mass is redistributed, resulting in decreased principal stress and increased shear stress. This causes significant relaxation and unloading of the rock mass near the slope surface. The bank slope also exhibits large deformation characteristics along the upper slope to the mid dip structural plane, while the rock mass at the lower pinch out part experiences a large thrust. A dislocation of being high outside and low inside is formed on the slope surface in the reverse slope direction, indicating reverse dislocation along steep joints. Bank slope rock mass displays obvious dumping deformation characteristics, forming a typical “push dislocation” unloading mode. With the addition of strong weathering, cataclastic loose rock mass is finally formed.
  • LI Wen-qiang, WU Yan-kai, ZHU Jia-yi, ZHANG Tong, MA Yan-hui
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 167-174. https://doi.org/10.11988/ckyyb.20220843
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    A soft soil foundation treated with plastic drainage boards and cement-soil mixing piles prior to subgrade stacking may negatively affect neighboring pipelines. ABAQUS finite element software is employed to simulate the construction process and analyze its impact on the pipelines. Based on the analysis, pipeline protection measures are proposed and demonstrated feasible through field measurements. Additionally, the deformation of pipelines at various distances from the slope toe and corresponding suitable protection measures are examined. Results indicate that after soft soil treatment, the impact range of roadbed construction reaches 40 m. Protective piles shall be installed near the pipelines, and the effects of pile construction shall be considered simultaneously. The following protective measures are suggested based on the distance (L) between the pipeline and the slope toe: for 5 m≤L<10 m, plain concrete pile with variable section should be placed 2 m from the slope toe; for 10 m≤L<15 m, plain concrete long piles should be positioned 6 m from the slope toe; for 15 m≤L<20 m, plain concrete long piles should be placed 12 m from the slope toe; for 20 m≤L<25 m, variable-section cement-soil piles should be installed 16 m from the slope toe; for 25 m≤L<30 m, long cement-soil piles should be utilized 22 m from the slope; toe; for 30 m≤L<35 m, long cement-soil piles should be placed 27 m from the slope toe; for 35 m≤L<40 m, back pressure protection road measures should be implemented simultaneously with subgrade piling; for L≥40 m, pipelines are in a safe state, requiring only enhanced monitoring.
  • Hydraulic Structure and Material
  • SHI Zhen-xiang, CHEN Xu-dong, ZHANG Zhong-cheng, GUO Yu-zhu, ZHAO Wei-zhong, SUN Cheng-fei
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 175-182. https://doi.org/10.11988/ckyyb.20220818
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To investigate the crack development behavior of wet-screened concrete under uniaxial tensile test at various loading rates (1×10-6、5×10-6、25×10-6 s-1), a combination of acoustic emission (AE) and digital image correlation (DIC) was utilized to monitor the wet-screened concrete specimens in real time. Displacement-load curves, acoustic emission signals and crack location under different loading rates were obtained. The findings revealed that in the axial tensile process, the cumulative energy within the specimen increased with increasing loading rate, and the damage index of the specimen developed linearly. Meanwhile, the fracture of the specimens was mostly due to the failure of the surface between coarse aggregate and cementitious material, accompanied by the destruction of coarse aggregate. The fracture location of the aggregate highly corresponded with the AE energy signal. As the loading rate increased, the proportion of the primary crack displacement to the axial displacement of the specimen increased significantly, indicating a considerable strain concentration within the specimen.
  • ZHU Peng-fei, YU Yi, SHI Yan-ran, JIANG Lin-hua, CHU Hong-qiang, XU Fei, XU Ning
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 183-189. https://doi.org/10.11988/ckyyb.20221296
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To investigate the impact of sodium gluconate on the hydration behavior of cement slurry containing high-volume limestone powder, we employed isothermal calorimetry, X-ray diffraction test, and thermogravimetric test to examine the hydration process and changes in types and content of hydration products in the cementitious material system. We also explored the mechanism of nucleation and growth of hydration products under the influence of sodium gluconate by using the phase boundary nucleation and growth model. Results demonstrate that sodium gluconate delays the hydration of cement containing high-volume limestone powder, leading to decreased generation of hydration products and a reduction in overall hydration degree. Moreover, sodium gluconate suppresses the rate of early nucleation and growth of hydration products, resulting in a decreased area of early nucleation and growth at phase boundary.
  • CIREN Yun-dan, WANG Liu-jiang, TASHI Dun-zhu, MAO Hang-yu, LI Rui-ping
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 190-195. https://doi.org/10.11988/ckyyb.20220845
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To investigate the impact of temperature on the strength and dilatancy behaviors of hydraulic asphalt concrete, triaxial shear tests were conducted on asphalt concrete samples at controlled temperatures of -1 ℃, 5 ℃, 10 ℃, and 15 ℃. The results demonstrate a strong correlation between temperature and the mechanical response of the asphalt concrete. At temperatures below 0 ℃, the samples exhibit evident strain softening and dilatancy behaviors. However, as temperature rises, the strain softening transforms into strain hardening, and the degree of dilatancy decreases. Moreover, the shear strength of asphalt concrete reduces with increasing temperature, with the decrease in cohesion being more pronounced compared to the internal friction angle. Specifically, as temperature rises from -1 ℃ to 15 ℃, the internal friction angle declines by 4.7°, while cohesion drops from 1.11 MPa to 0.28 MPa. Additionally, the dilatancy angle expands with the increase of axial strain and eventually stabilizes, exhibiting a suitable fit using a hyperbolic function. Remarkably, the parameters of the hyperbola model demonstrate a strong correlation with temperature, making them useful for developing a thermal-mechanic constitutive model for asphalt concrete.
  • Water Conservancy Informatization
  • WANG Ming-tao, ZHOU Hua, ZHAO Qi
    Journal of Changjiang River Scientific Research Institute. 2024, 41(1): 196-202. https://doi.org/10.11988/ckyyb.20221106
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To automatically control the water temperature of mass concrete during construction, we designed an innovative industrial control platform using the self-adaptive cascade fuzzy control algorithm based on the Technical Specification for Temperature Measurement and Control of Bulk Concrete (GB/T 51028-2015). The hardware platform includes a control cabinet, water mixing device, and temperature collection network, which perform the calculation, execution, and collection tasks respectively. For the first time, the self-adaptive fuzzy control is applied to the temperature control of mass concrete. It integrates and combines three key parameters, namely, the temperature difference between concrete lining and surface, temperature change rate, and inlet water temperature, for two-level fuzzy reasoning. The reasoning results are then utilized to control the mixing ratio of return water and cold water through two flow valves. This ensures the production of mixed water that meets the temperature standard, which is then pressed into the pre-laid cooling pipes to regulate the concrete temperature in real-time. Modeling simulation and engineering practice have validated that this control strategy maintains the temperature difference between the internal concrete temperature and the inlet water temperature below 25 ℃, effectively suppressing the temperature rise of the concrete. The simulation shows a concrete cooling rate of 1.69 ℃/day, while in actual engineering application, the cooling rates recorded are 1.59 and 1.56 ℃/day, which are below the upper warning threshold of 2 ℃/day. Consequently, both the simulation results and the data from actual engineering support the effectiveness of this control platform.