Home Table of Contents

01 December 2023, Volume 40 Issue 12
    

  • Select all
    |
  • Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 0-0.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
  • River-Lake Protection and Regulation
  • ZHANG Ming, FENG Xiao-xiang, QIN Chang-pei, JIANG Yi-ping, YANG Yan-hua
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 1-6,22. https://doi.org/10.11988/ckyyb.20221004
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The water depth condition of navigation channel affected by the operation of cascade hydropower stations could experience a reverse between flood season and dry season, significantly altering the minimum design navigable discharge of the waterway. The minimum design navigable discharge of the waterway downstream of Honghua dam was determined in consideration of the inflow characteristics of the Qianjiang and Liujiang Rivers, the dispatch operation rules of the Datangxia Reservoir, the peak regulation features of the Honghua hydropower station, as well as the impact of Liujiang River waterway project on low water level. Results indicated that the control period for low water level of Liujiang River would undergo significant changes due to the impoundment of Datengxia Reservoir, and the minimum design navigable discharge of waterway had the potential to increase remarkably. The extensive dredging of Liujiang River navigation channel substantially impacted the low water level downstream of Honghua dam, and the daily peak regulation of Honghua hydropower station was significant. Consequently, it is suitable to adopt the discharge with a 98% guarantee rate at Liuzhou hydrological station in the upstream of Honghua dam from June to August as the minimum navigable control discharge for the downstream waterway. The findings provide valuable information for the analysis and computation of the minimum design navigable discharge of waterways affected by cascade hydropower stations.
  • YE Xiao-jing, FANG Guo-hua, LIAO Tao, LU Yang-yang
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 7-14,22. https://doi.org/10.11988/ckyyb.20220915
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The assessment of risks associated with the development and utilization of river shorelines is the prerequisite and foundation of adopting effective shoreline management and protection measures and conserving river health. A comprehensive risk assessment index system comprising four main aspects including water quality, ecology, society, and management has been developed. Analytic hierarchy-entropy weight is employed to determine index combinatorial weight. The grey cluster analysis and fuzzy comprehensive evaluation are improved and combined to establish a risk assessment model, with geostatistical analysis being utilized to establish risk spatial analysis model. A case study of the Nanjing section of the Yangtze River reveals a low overall risk level, despite some high risk levels at local shoreline segments mainly in the Jiangning, Qixia and Luhe districts. Risk changes are resulted from a combination of natural factors and human activities.
  • Water Resources
  • OUYANG Shuo, XU Chang-jiang, SHAO Jun, HU Feng-yu
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 15-22. https://doi.org/10.11988/ckyyb.20221681
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The entire Yangtze River basin has witnessed continuous high temperature and drought to various degrees in the flood season of 2022, which has presented daunting challenges to the regulation of cascade reservoirs in the upstream of Yangtze River. To address the issue of water storage within the cascade reservoir group during drought conditions, we selected the flood control reservoir group in the upper reaches of the Three Gorges as the research object and propose indicators including the water level at the end of flood season, the storage fullness, and the impoundment rate to analyze the water storage process and storage fullness trends over the past decade.On this basis,according to the water inflow patterns and its distribution among different regions during typical historical dry years,we examined the water storage situation and the completion rate of water storage tasks during the impoundment period under different drought conditions. Specifically, we elabrated on the degree of understorage (the degree of not fullfilling storage tasks) in the presence of varying frequencies and regional distributions of water inflow. The findings reveal that when the frequency of inflow surpasses 80%, the fourteen cascade reservoirs assessed in this study successfully fulfill the storage tasks in September and October. However, when the frequency of inflow falls below 90%, the cumulative shortfall within the cascade reservoirs amounts to 16.55 billion m3. This observation offers risk analysis support for efficient water resources utilization within the basin by revealing the water storage situation of the cascade reservoirs in the upper reaches of Three Gorges during drought conditions similar to those experienced in 2022.
  • WANG Jie , CHEN Yu-di, HAO Meng, WANG Li-rong, WU Su-shu, MA Xie-yao
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 23-29,51. https://doi.org/10.11988/ckyyb.20220989
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Hydrological simulation for ungauged regions is a challenge and a focal point in hydrological research. While reanalysis data has greatly enriched meteorological information in these regions, its performance remains debatable. In this study, using the measured meteorological dataset in the Honghe River Basin, we evaluated the temporal consistency of precipitation in reanalysis data using metrics such as correlation coefficient, root mean square error, and standard deviation ratio. Our findings indicate that the annual distribution of CMADS precipitation is consistent with the measured values, with a correlation coefficient up to 0.89. While CMADS dataset reflects the actual precipitation condition, it has underestimated precipitation, especially within the range of 0 to 10 mm. In terms of spatial consistency, Kappa consistency, spatial correlation, and relative error metrics illustrate that CMADS can effectively reflect the spatial distribution of precipitation. Finally, using corrected CMADS data and measured data to drive the SWAT hydrological model, we observed significant improvements in simulation results using CMADS at most stations compared to those using measured data. Therefore, CMADS is a vital source of hydrological data in the Honghe River Basin that can offer data support for water resources management and utilization in the area.
  • WANG Tao, XU Yang, LIU Ya-xin, LU Jia, MA Hao-yu
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 30-36,58. https://doi.org/10.11988/ckyyb.20221439
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    From the lower reaches of the Jinsha River to the Three Gorges, a complex joint scheduling pattern comprising six reservoirs has emerged. This pattern is characterized by an expanded scope of scheduling, numerous and diverse constraints, and a range of optimization objectives. Consequently, formulating appropriate scheduling schemes has become particularly challenging. Recognizing the limitations of traditional particle swarm algorithms in addressing this scheduling model, we propose a multi-group gravitational particle swarm algorithm to enhance the optimization capabilities of the scheduling model. To this end, a multi-scale and multi-objective nested scheduling model is established, and the improved algorithm is applied to solve it. The test and application results demonstrate that the multi-group gravitational particle swarm algorithm exhibits superior optimization performance compared to other approaches. Moreover, it is more suitable for achieving optimal operation of cascade reservoirs. A case study further illustrates that the upstream leading power station can enhance the generation of downstream power stations and cascade stations by reducing its own power generation capacity.
  • ZHANG Hai-chuan, YOU Yang, QIAO Chang-lu, WANG Bin
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 37-44,80. https://doi.org/10.11988/ckyyb.20220815
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Due to limited hydro-meteorological data available, it is challenging to simulate the snowmelt runoff in mountainous watersheds on the northern slopes of the Tianshan Mountains in Xinjiang. To investigate the suitability of the Hydrologiska Byrans Vattenbalansavdelning(HBV) model for simulating runoff in the Manas River basin, which is located on the northern slopes of the Tianshan Mountains in Xinjiang, we examined the relationship between snow cover and runoff in the basin. By conducting spatial interpolation based on a 0.5°×0.5° grid point dataset of daily surface precipitation and air temperature in China, we obtained the spatial distribution of multi-year average precipitation and air temperature in the study area. Subsequently we employed the HBV model to simulate the daily and monthly runoff processes in the Manas River basin from 2000 to 2013. To assess the model’s performance, we compared the HBV simulation results with those of Snowmelt Runoff Model(SRM). The findings reveal the following: 1) The multi-year monthly mean snow cover exhibits a negative correlation (R2=0.67) with the multi-year monthly mean flow, indicating a significant contribution of snowmelt water to basin runoff. 2) The spatial distribution of multi-year average precipitation and air temperature, derived from spatial interpolation, effectively captures the vertical climatic variability in the basin. These data serve as input for runoff simulation in the Manas River basin’s high mountainous areas where meteorological information is scarce. 3) Both the HBV model and the SRM demonstrate good performance in simulating daily and monthly runoff in the Manas River basin. However, the HBV model proves more effective in simulating peak flood flow, as it exhibits overall closer agreement with measured values. Thus, the HBV model shows better applicability for the Manas River basin.
  • Water Environment and Water Ecology
  • WANG Jing-yun, LI Jian-feng, JI Chen, YANG Wei-min
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 45-51. https://doi.org/10.11988/ckyyb.20220428
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The widespread use of chlorine-containing disinfectants inevitably leads to chlorine pollution as residues enter natural water bodies through rainfall runoff. To investigate the temporal and spatial distribution of chlorine in lakes, a hydrodynamic-water quality model of Nanhu Lake was established using the Infoworks ICM simulation platform. The model was used to analyze the temporal and spatial variation of chlorine concentration in Nanhu Lake under different chlorine discharge cycles and rainfall conditions. The results indicated that: 1) During a single discharge, a high concentration zone of chlorine was initially formed in the nearshore water body. The chlorine diffused from the lakeshore to the lake center, where the concentration decreased. At the end of chlorine discharge, the concentration reached a peak value of 1.25 mg/L and gradually decreased, with chlorine concentration attenuating from the water center towards the boundary. This process lasted approximately 14 hours. 2) The influence of periodic inflow is mainly reflected in the decrease of chlorine decay rate in the new cycle. The decay duration increased, and the peak value of chlorine concentration also increased. The peak values of chlorine concentration in three cycles were 1.25 mg/L, 1.58 mg/L, and 1.89 mg/L, respectively, with decay durations being 14 hours, 15.7 hours, and 17.1 hours, respectively. 3) Under the influence of rainfall, the range and depth of chlorine pollution expanded towards the lake center, and the pollution duration increased to approximately 20 hours. The peak concentration of chlorine also increased, reaching up to 7 mg/L.
  • LIU Su-gang, HUANG Yu, NI Qing-guo, HUANG Lei
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 52-58. https://doi.org/10.11988/ckyyb.20221074
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Addressing the current lack of a unified and scalable system for assessing the effectiveness of rural black and odorous water treatments in China, we developed an evaluation framework using hierarchical analysis and structural entropy weight method. This framework incorporates five key evaluation themes: water quality assessment, source control, endogenous treatment, ecological restoration, and project management. Embedded in this approach is an adaptable index library, designed to accommodate the variability stemming from the diverse nature of black and odorous water bodies. This evaluation framework is empirically applied to eight distinct rural black and odorous water bodies in Hubei Province, representing four major classes of rural pollution: residential pollution, livestock and poultry pollution, plantation pollution, and industrial pollution. These sites have all undergone remediation processes. Results exhibit significantly effective treatment for two water bodies and effective treatment for a further six. These findings provide a testament to the practicality of the proposed evaluation system for assessing the effectiveness of remediation strategies across a range of rural black and odorous water bodies.
  • Soil and Water Conservation and Ecological Restoration
  • LIU Tao, YANG Yi-cui, ZHOU Wang, ZHENG Teng-hui
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 59-64. https://doi.org/10.11988/ckyyb.20221448
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The construction of highway has given rise to a large number of engineering accumulation which occupies valuable land resources and also exacerbates soil loss. The aim of this study is to investigate the impact of rainfall intensity on soil nutrients and soil particle composition in engineering accumulations with varying gravel contents in the Karst area of Guangxi Province. Our experimental materials consist of pure soil deposits (0% gravel content), soil-rock mixtures with higher soil content (30% gravel content), and soil-rock mixtures with higher gravel content (70% gravel content). We conducted indoor rainfall simulations with different intensities (30, 60, 120, 150, 180 mm·h-1), and measured the variations of soil organic matter, total nitrogen, total phosphorus, and soil particle composition in the engineering accumulations. Results indicate that the nutrient contents of pure soil deposits were significantly higher than those of engineering accumulations with soil-rock mixtures before and after rainfall (P<0.01). After rainfall, the contents of total phosphorus, total nitrogen, and organic matter in the surface of accumulation slope decreased by 9.37%-54.76%,15.24%-38.33%, and 14.63%-38.66%, respectively. However, there were no significant differences in soil nutrient contents among different rainfall intensities (P>0.05). Additionally, after rainfall, the clay content and sand content decreased while the silt content increased in pure soil accumulations; while clay content decreased and sand content increased in engineering accumulations with soil-rock mixtures. Furthermore, a highly significant positive correlation was observed between soil nutrients and clay content (P<0.01). The research findings provide a scientific basis for soil and water conservation as well as soil resource management in engineering accumulations resulted from highway construction in Guangxi.
  • PENG Rui, WU Dan, GAO Jie, HUHE Tao-li
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 65-72. https://doi.org/10.11988/ckyyb.20221203
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The research on temporal and spatial characteristics of carbon balance at county scale is valuable not only for the theoretical construction of a county-scale carbon balance evaluation system but also for practical applications such as spatial planning and the formulation of low-carbon development strategies. By constructing the carbon balance coefficient, we analyzed the temporal and spatial characteristics of carbon balance in Jiangsu Province from 2000 to 2017 based on data of carbon emission and carbon sequestration at county level. The study reveals that, first, carbon emissions in Jiangsu Province experienced rapid growth from 2001 to 2011, followed by a small fluctuation. In terms of spatial pattern, higher carbon emissions were observed in the economically developed southern region of the province, while the northern region exhibited lower emissions. Second, vegetation carbon sequestration displayed a consistent overall growth with minimal fluctuations. The spatial pattern of carbon sequestration revealed a characteristic distribution of higher values around the periphery and lower values towards the center. Counties with abundant natural resources and high vegetation coverage accounted for the majority of high carbon sink areas. Finally, the number of counties with carbon imbalance increased from 53 in 2000 to 93 in 2017, indicating a significant rise in areas experiencing severe carbon imbalance. Districts and counties with severe carbon imbalance exhibit a similar spatial distribution pattern to those with high carbon emissions, primarily located in the central regions of Nanjing, Gusu District of Suzhou, Guangling District of Yangzhou, and Quanshan District of Xuzhou. Based on these findings, we recommended to promote carbon reduction and increased carbon sink capabilities to achieve the goal of “double carbon” (simultaneous reduction of carbon emissions and enhancement of carbon sequestration).
  • Water-Related Disasters
  • LI Shi-hao, BI Shuo-ben, LI Xiao-cen
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 73-80. https://doi.org/10.11988/ckyyb.20220884
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    By collecting historical documents of drought and flood disasters in the Chuhe River Basin from 1644 to 1911, we established the yearly drought and flood level sequence during the Qing Dynasty. By using methods such as frequency analysis, moving average, and wavelet analysis, we examined the changes in drought and flood patterns in the basin spanning 268 years. The findings reveal that: 1) The climate evolution in the Chuhe River Basin during the Qing Dynasty is predominantly characterized by normal and partially waterlogged conditions. Following the early Qing Dynasty, cases of waterlogging and partial waterlogging surpassed those of drought and partial drought in the Basin. (2) Over the 11-year timescale, drought and flood disasters in the Chuhe River Basin during the Qing Dynasty can be divided into four distinct phases: 1644-1720, 1720-1760, 1760-1820, and 1820-1911. (3) The study identifies four primary cycles, approximately 9, 14, 28, and 55 years in duration. The strongest cycle features periodic oscillation around 55 years, followed by the 28, 14, and 9-year cycles. These research findings address existing knowledge gaps surrounding the Chuhe River Basin, enhance understanding of historical climate change, and offer guidance for the scientific utilization of water resources and disaster prevention efforts.
  • Hydraulics
  • CHEN Bo-yu, YUAN Hao, HE Xiao-long, SUN Qian, XU Guang-xiang
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 81-87. https://doi.org/10.11988/ckyyb.20220859
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    By using the RNG k-ε model, we examined the impact of arranging cylindrical obstacles in the pool chamber of vertical slot fishway on the hydraulic characteristics. We comprehensively analyzed the alterations in flow pattern, flow velocity, turbulent kinetic energy (TKE), and volumetric energy dissipation rate (E) in the presence of cylindrical obstacles arranged at different positions. Our findings manifest that the placement of the cylinder at x=1.5b0 and y=3.1b0 (where we designate the intersection between the upstream face of the short baffle and the guide wall as the origin and b0 as the cylinder’s diameter or the vertical slot’s width) does not effectively reduce the maximum velocity in the vertical slot area but decreases the area of low-velocity recirculation, which would possibly reduce fish passing efficiency. When the cylinder is positioned at x=2.2b0 and y=3.1b0, the maximum flow velocity decreases by 12% compared to the conventional layout, creating an “Ω” shaped flow pattern and elongates the streamline in the chamber, conducive for fish migration. However, upon moving the cylinder downstream to x=3.0b0, its positive influence on the hydraulic characteristics within the pool weakens. Although cylinders could effectively lower the maximum TKE and promote a more even distribution of TKE within the pool, the position of cylinders greatly influences the E distribution, and an inappropriate location increases E and thus decreases fish migration efficiency.
  • Rock-Soil Engineering
  • LI Yong-jing, WEN Cheng-zhang, WANG Song, CHENG Yao-hui, HAO Wen-jie
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 88-95. https://doi.org/10.11988/ckyyb.20220784
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To address the low strength issue of mica schist, we propose a new type of powder curing agent (CLFD) consisting of cement, lime, fly ash, and desulfurized gypsum to enhance subgrade soil in association with tailings slag (TS). Mechanical and durability properties of solidified soil with varying amount of curing agent and curing age were investigated through indoor mechanical tests. By adopting X-ray diffraction analysis and scanning electron microscope test, the mechanism of strength formation in solidified soil was revealed. Results suggest that soil samples solidified with CLFD-TS exhibit significant improvements in mechanical properties, water stability, and dry-wet cycle resistance. A mixing ratio of curing agent no less than 6% when immersed in water for 9 days meets specification requirements in terms of bearing ratio and modulus of resilience. Microscopic analysis shows the presence of C-S-H, C-A-H gel, AFt, and CaSO4 crystals in the solidified soil, which enhance soil properties by cementing and filling soil particles. Early strength of CLFD-TS-solidified soil comes from the physical skeleton gradation improvement provided by tailings slag and the hydration effect of cement components. Late strength is provided by the pozzolanic effect of the curing agent. Finally, a micro mechanism model of CLFD-TS-solidified soil is proposed to provide a theoretical basis for similar studies.
  • DONG Hui, REN Jia-zhan, CHENG Zi-hua, XU Ping, JIANG Xiu-zi
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 96-102. https://doi.org/10.11988/ckyyb.20220779
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The current internal stability criterion of existing soil fails to accurately describe the phenomenon of unsteady seepage in widely-graded gravel soil in both laboratory tests and engineering practice. This paper proposes a modified Istonima criterion by using porosity (n) based on the abrupt variations in sample flow velocity and cumulative erosion rate measured from experimental design of microscopic observation on fine particle movement. The results demonstrate the following: (1) The active state of fine particles increases with a higher uneven coefficient (Cu) and porosity (n), exhibiting three distinct stages of stability, transition, and instability based on their motion characteristics. (2) The flow velocity undergoes a nonlinear process as the hydraulic gradient decreases initially and then increases. The abrupt change point of seepage is identified as the critical point of seepage compaction and seepage erosion. The sensitivity of each factor to the cumulative erosion rate follows the descending order of hydraulic gradient, gradation unevenness, and porosity. The combination of Cu=20.47 and n=0.40 yields the highest cumulative erosion rate. (3) By comparing the result of internal stability obtained through the fine particles’ stability degree and the macroscopic parameter characteristics with those derived from various criteria, the Istonima criterion is found to offer relatively accurate results. In addition, modifications to the Istonima criterion are proposed to enhance the accuracy of determining the internal stability of widely-graded gravel soil.
  • ZHU Yan-peng, WANG Hao, FANG Guang-wen, LIU Dong-rui, LÜ Yu-bao
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 103-109,117. https://doi.org/10.11988/ckyyb.20220737
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The implementation of the western development strategy has led to a surge in underground engineering projects. To protect ecological environment and reduce engineering costs, crushed strongly weathered rock is utilized in combination with loess, cement, bentonite, and pumping agent to create solidified and improved fluid filling materials. Based on a foundation pit backfilling project in northwest China, compression tests were conducted on fluid-solidified soil with varying proportions using orthogonal design. The optimal proportions of different factors were determined. The influencing factors and their significance on the compressive modulus of fluid-solidified soil made from strongly weathered rock were analyzed. Additionally, the microstructural changes and water stability of fluid-solidified soil were also investigated. Results demonstrate that the pumping agent is the most significant factor affecting the compressive modulus, followed by the dosage of coarse aggregate of strongly weathered rock. The influence of various factors on the compressive modulus can be ranked in the following order from large to small: pumping agent dosage, coarse aggregate content, bentonite dosage, cement dosage, loess dosage, and fine aggregate content. Moreover, the reduction rate of compressive modulus of improved samples decreases with age after being immersed in water. This indicates significant improvements in water stability and overall performance. Microscopic analysis reveals that a pumping agent dosage of 0.4% yields better sample cementation. The research findings hold valuable reference for evaluating the feasibility of using strongly weathered rock as fluid filling material.
  • CHENG Ping, LI Peng-cheng, ZHONG Cai-yin, HE Bo, WU Li-zhou
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 110-117. https://doi.org/10.11988/ckyyb.20220767
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To investigate the influence of plant roots on the mechanical properties of root-soil composite, triaxial tests were conducted on root-soil composite with varying root content. The mechanical properties dependent on root content and nonlinear failure criterion of the root-soil composite were analyzed. Results demonstrate that roots enhance the shear strength of the soil by providing tensile strength. Roots primarily impact the cohesion of the rooted soil, while slightly affect the internal friction angle of the root-soil composite. At a root content of 0.36%, the cohesion increased by 64.91%. The principal stress difference increases rapidly at the initial stage of strain, but such change slows down when the axial strain is greater than 2%. The specimen failure is characterized by dilative shear and the formation of longitudinal cracks. Increasing the confining pressure weakens the dilative shear effect of the root-soil composite. The initial tangent modulus increases with increasing confining pressure and root content. The maximum and minimum failure stress ratio of the root-soil composite is 0.99 and 0.63, respectively. The nonlinear strength failure criterion reflects the failure characteristics of the root-soil composite with varying root content. The failure envelope is nonlinear at low confining pressure and linear at high confining pressure, with the critical stress correlated to the confining pressure.
  • ZHI Bin, WANG Cheng, WANG Shang-jie, LI Zeng-le, BAI He
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 118-125. https://doi.org/10.11988/ckyyb.20220791
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Energy pile is a novel geothermal-based energy-saving building technology that induces temperature changes in the surrounding soil. In loess areas,the implementation of energy pile directly impacts the structural properties of the loess,subsequently affecting its mechanical characteristics. Hence,it is crucial to investigate the variations in loess structure under changing temperature.We examined the influence of temperature on the deformation and strength of structural loess through triaxial shear tests and NMR tests conducted at varying temperature. Based on the existing statistical damage theory of loess, we develop a statistical damage constitutive model for structural loess subjected to high temperatures. This model assumes a Weibull distribution for the strength of loess microelements and employs the strain equivalence hypothesis. Indoor experiments validate the model, demonstrating its ability to comprehensively capture the damage to the particle skeleton of structural loess and accurately predict its deformation under shear forces.Weibull distribution parameters,such as m and F0,affect curve shape of the model.The findings of this study provide vital theoretical underpinnings for subsequent engineering designs and constructions.
  • QING Yun, MA Ai-juan, YANG Shao-bo, QIU Zhen-feng, DENG Wen-jie
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 126-132. https://doi.org/10.11988/ckyyb.20220699
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    A comprehensive investigation into the compression characteristics and particle crushing behavior of rockfill samples has revealed a significant scale effect, while the study on influences of scale method, maximum particle size, and sample dimensions have been found to be relatively less significant. To begin with, confined compression tests and screening tests were conducted to study the size effect of limestone rockfill. The study examined the variations of compression coefficient and particle crushing behavior with respect to the scale method, sample dimensions, and maximum particle size. Results indicate that compression coefficient initially decreases and then increases with the increase in coarse particle content within the sample. Moreover, a positive correlation was observed between the compression coefficient and the maximum particle size of the sample, while a negative correlation was found between compression coefficient and sample size. To assess the degree of particle breakage, a relative particle crushing rate was employed to establish a power function relationship between the scale method and the relative particle crushing rate. The patterns of particle crushing rate development in relation to sample size and maximum particle size can be fitted into a curved surface equation. The findings of this research contribute to the establishment of a constitutive model that accounts for the scale effect.
  • ZHENG Guang-jun, SHENG Chun-hua, LI Zhen-hua, JIANG Ji-wei
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 133-139. https://doi.org/10.11988/ckyyb.20231072
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The CFG pile composite foundation offers notable environmental advantages and has seen extensive utilization for foundational stabilization in recent years. Surface soil load-bearing capacity deteriorates due to the inferior engineering properties of natural foundations, coupled with disruptions originating from CFG pile construction. Upon load application on the composite foundation, the CFG piles, behaving as rigid bodies, can easily cause an excessive pile-soil stress ratio, which is detrimental to the composite foundation’s interaction and inflicts damage upon the cushion layer. In view of this, we put forward the substitution of the 50 cm thick severely disturbed topsoil with compacted crushed stones, followed by the application of a cement-soil cushion to establish an innovative embedded cushion layer structure, geared towards the augmentation of the CFG pile composite foundation’s bearing capacity. The findings are as follows: in-situ load tests on single CFG pile composite foundation revealed that the pile-soil stress ratio within the embedded cushion layer was considerably less than that in traditional cushion layer conditions under the ultimate load, dropping from 22.9 to 13.8, a decrease of approximately 40% compared to traditional cushion layer conditions. Additionally, the pile-soil stress ratio curve was smoother, with no significant precipitous decline in pile-soil stress ratio after reaching ultimate bearing capacity, which is favorable for the foundation’s secure loading. Mathematical simulation methods were employed to model the vertical load characteristic of the CFG pile group composite foundation. The embedded cushion layer contributed significantly to the comprehensive fortification of the compression layers, thereby mitigating the piles’ relative penetration into the cushion layer. This resulted in a more uniform deformation of the cushion layer, effectively curtailing local penetration and uplift. Damage to the cushion layer structure caused by extreme pile soil stress ratios could be circumvented accordingly. Lastly, the embedded cushion layer enhanced the horizontal deformation state of CFG piles at different parts. The increased constraint at the top transformed the stress pattern of CFG piles from an ‘approximate cantilever’ to being ‘approximately simply supported’, thereby ameliorating the deformation and stress state of the side and corner piles.
  • ZHANG Rui-xia, TANG Hong, YAO Hai-lin, LIU Jie, ZHU Le-meng
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 140-146. https://doi.org/10.11988/ckyyb.20220755
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In unsaturated soil roadbeds, water migration occurs not only in liquid form but also in gas form. The coupled migration of water vapor can severely impact the long-term stability and service performance of the roadbed throughout its service life. We conducted resistivity tests and water vapor migration tests on representative unsaturated soil roadbeds to investigate the effects of initial water content and initial degree of compaction on resistivity. The aim was to uncover the resistivity variation pattern of unsaturated soil roadbeds during water vapor migration and establish a water content-resistivity model. The results indicate that the resistivity of clayey soil decreases exponentially with an increase in water content and compaction degree. Resistivity is more sensitive to changes in water content. Furthermore, as migration time increases, the resistivity decreases at the top of the soil while increasing at the bottom. Higher initial water content initially intensifies resistivity attenuation at the top of the soil, followed by a subsequent decrease. As for different compaction tests, greater compaction results in a smaller decrease in resistivity at the top of the soil. The calculated results from the resistivity-water content model align well with the experimental data, exhibiting a good model fit.
  • LIU Jia-guang, SONG Yang, WANG Qing-zhou, ZHANG Zhi-bin, QI Zi-yi
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 147-153. https://doi.org/10.11988/ckyyb.20220713
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To investigate the cumulative deformation characteristics of soil-rock mixed fill under cyclic loading, a comprehensive large dynamic triaxial test was conducted. The objective was to determine the influence of different dynamic stress amplitudes and confining pressures on the axial cumulative strain of the fill, as well as the variation of dynamic pore water pressure. Additionally, a cumulative strain prediction model was analyzed. The test results revealed that the axial cumulative strain of the soil-rock fill can be categorized into three types: plastic stability, plastic creep, and incremental damage, according to stability theory. The specimen’s axial cumulative strain increased with larger dynamic stress amplitudes, but decreased with greater confining pressures. The dynamic pore water pressure curve and the corresponding axial accumulated strain curve displayed the same developmental characteristics. In consideration of the development characteristics of creep-type cumulative strain in soil-rock mixed fill, a modified and improved model was proposed. The feasibility of the model was verified, and it can be effectively applied to strain curves exhibiting plastic creep behavior.
  • ZHAO Shun-li, DENG Wei-jie, GUO Chong, DU Wei-chang, GAO Hui-min
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 154-161. https://doi.org/10.11988/ckyyb.20220744
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In line with the variation characteristics of elastic parameters in the rock mass of fracture developed area, we derived a three-dimensional in-situ stress calculation model with aperture deformation method. Building upon engineering practice and theoretical analysis, we proposed three principles for screening test data to calculate the in-situ stress in fracture developed area. On this basis, we conducted actual project-based three-dimensional in-situ stress measurements. The test results were compared with the stress field characteristics, hydraulic fracturing test data, and topography of the project area, showing relatively consistent outcomes. Furthermore, we analyzed the influence of Poisson’s ratio and elastic modulus deviations on the three-dimensional in-situ stress test data using the full space stereographic projection technology. Results demonstrate that the proposed technique accounts for anisotropy characteristics, and yields reliable calculation results with high engineering practical value. In comparison to Poisson’s ratio, the deviation of elastic modulus significantly affects the magnitude, orientation, and inclination of the in-situ stress.
  • Engineering Safety and Disaster Prevention
  • ZHU Zhi-jie, LU Shu-qiang, MEI Jun
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 162-168,187. https://doi.org/10.11988/ckyyb.20220908
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The aim of this study is to elucidate the correlation between landslide crack displacement and rainfall and to reveal the connection between attenuation coefficient and landslide displacement. With the rainfall-induced Xiaoyantou landslide as a case study, we employed the Pearson method for the correlation analysis between landslide crack displacement and daily, initial, and effective rainfalls, followed by the application of a linear fitting Logistic regression model to fit the stepwise period dataset of the Xiaoyantou landslide, and finally obtained the regression equations of slope displacement-correlation coefficient for different attenuation coefficients. The findings indicate that 1) Effective rainfall period of landslide spans six days to the most, and the stepwise phenomenon occurs when effective rainfall reaches 116.9 mm. 2) The correlation coefficient r between displacement and rainfall at different stages augments with an increasing rainfall attenuation coefficient αi. When the landslide’s attenuation coefficient is 0.7, the most significant shift in displacement with varying attenuation coefficient can be observed. 3) Notably, an abrupt change in the correlation coefficient at the maximum inflection point of the slope infers whether the landslide is transitioning into a period of accelerated deformation or failure. This inference is based on fluctuations in both the attenuation and correlation coefficients, hence enhancing the precision of rainfall monitoring and early warning models.
  • WANG Xiang, ZHENG Qi-wen, LI Chen
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 169-175. https://doi.org/10.11988/ckyyb.20230223
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Risk matrix analysis (LS) and operating condition risk analysis (LEC) have some limitations in rating the safety risks of water conservancy project, including unclear quantitative evaluation indicators, inconsistent criteria, and limited guidance for result application. In view of this, we developed a multidimensional and multi-spatiotemporal scale safety risk assessment system based on the risk matrix principle. Our research demonstrated the following outcomes: 1) the likelihood (L) of all types of hazard accidents in water conservancy projects can be assessed in detail by considering various combinations of control measures (M), frequency of hazard exposure (E), and working behavior (C) in the operation cycle. 2) The assessment criterion of M should be consistent with the standard of water conservancy project management. 3) The interaction between physical hazards evolution and environmental change can be assessed through the risk assessment factor C. 4) In consideration of the unbalanced spatiotemporal distribution of accident consequences, the safety risks of water conservancy projects can be assessed dynamically by incorporating the upstream water level (H) and operation period (F) and identifying whether hazard sources are directly related to downstream flood control or the casualties and economic losses caused by accidents can be quantified. This dynamic and real-time evaluation approach for water conservancy project safety risks offers a valuable reference for constructing a double prevention mechanism for safe production in the industry.
  • Hydraulic Structure and Material
  • LIU Zhan-ao, WANG Wei, OUYANG Qiu-ping, LI Peng-xiang, XIAO Kai-tao
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 176-180,187. https://doi.org/10.11988/ckyyb.20220774
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The underground cavern of Baihetan Hydropower Station requires a significant amount of concrete, with a combination of basalt artificial sand and basalt coarse aggregate being adopted for the concrete aggregates. To ensure the durability of the concrete in the underground cavern, the alkali reactivity of the basalt aggregate was monitored quarterly from November 2017 to August 2021 during the construction of the Baihetan Hydropower Station. Various test methods, including the petrographic method, mortar bar rapid method, and concrete prism method, were employed to evaluate the potential alkali reactivity. The experimental findings revealed the presence of other minerals such as amygdaloidal basalt and breccia lava in the basalt aggregates. Additionally, a small amount of active minerals like microcrystalline and cryptocrystalline quartz was identified. SEM and EDS results indicated that these active minerals would only induce harmful alkali aggregate reactions under high temperature and high alkali conditions. Utilizing low-heat Portland cement with an alkali content of less than 0.60% and incorporating a minimum of 20% fly ash in the concrete mixture effectively mitigated the risk of harmful alkali aggregate reactions associated with basalt aggregate.
  • DING Ze-lin, WEI Xin-ke, WANG Jing, ZHU Xuan-yi, GAO Yu-peng
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 181-187. https://doi.org/10.11988/ckyyb.20220736
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The preparation of model materials plays a crucial role in structural model test. To investigate the impact of various factors on the physical and mechanical properties of model materials, we employed orthogonal test to design the material proportions, and obtained the mechanical parameters of the model materials using a triaxial test apparatus. By conducting sensitivity analysis on the physical and mechanical properties of the model materials, we determined the influences of factors such as the aggregate-binder ratio, cement-gypsum ratio, sand-barite powder ratio, refined iron powder amount, and sand particle size. Based on the sensitivity analysis, we obtained a preparation method for hydraulic structure model materials. Taking a cementitious sand gravel (CSG) dam as a prototype, we created a structural model of the CSG dam using the aforementioned material preparation method and conducted failure test on the model using overload method. The obtained failure model, which involves sliding of the dam body along penetrative cracks along the foundation surface, is compared with finite element results. This model better simulates the actual failure of the CSG dam, demonstrating the reliability of our findings: physical and mechanical parameters of model materials are affected by material proportion factors.
  • WU Lin-song, WANG Xing-zhi, MEI Meng-jun, LI Zhen, ZENG Lei
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 188-192,198. https://doi.org/10.11988/ckyyb.20221508
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Photocatalytic pervious concrete pavement offers a novel solution for purifying urban runoff pollution. With methyl orange solution as pollution indicator, the impact of water-binder ratio and aggregate-binder ratio on the porosity, mechanical properties, and water purification performance of photocatalytic pervious concrete modified with TiO2 was investigated. Results demonstrate that larger water-binder ratio leads to increases in compressive strength and flexural strength while decreases in porosity and purification performance. Conversely, larger aggregate-binder ratio results in reduced compressive strength and flexural strength while increased porosity and purification performance. The optimal comprehensive performance of pervious concrete can be achieved at a water-binder ratio of 0.25 and an aggregate-binder ratio 4.0. Additionally, porosity is the primary factor impacting the mechanical properties and water purification performance of pervious concrete. Porosity exhibits a negative correlation with mechanical properties and a positive correlation with water purification performance. This study provides valuable insights for designing the mix proportion of photocatalytic pervious concrete.
  • Water Conservancy Informatization
  • LEI Tao, GUO Liang , HOU Zhong-fa , WANG Lu, ZHANG Nian
    Journal of Changjiang River Scientific Research Institute. 2023, 40(12): 193-198. https://doi.org/10.11988/ckyyb.20220909
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    With the rapid advancement of science and technology, the utilization of grouting information system which integrates both digital manufacturing and intelligent construction has served as a pivotal tool for many large-scale hydropower projects. In the context of hydropower development, both massive-scale and small-to-medium-sized hydropower projects are currently being pursued. However, due to budget constraints and the COVID-19 pandemic, it is challenging for technical personnel to carry out on-site work efficiently. Consequently, there is an urgent need to swiftly deploy and flexibly apply grouting information systems in small-and-medium-sized hydropower projects. Enhancing the supervision level of small-and-medium-sized hydropower projects is a crucial step towards improving overall construction oversight within the river basin. The primary focus of this paper is to integrate Docker technology into the grouting information system, enabling efficient deployment of small and medium-sized hydropower stations.