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01 January 2023, Volume 40 Issue 1
    

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    SPECIAL CONTRIBUTION
  • LU Jin-you, WANG Zhi-hong
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 1-9. https://doi.org/10.11988/ckyyb.20221146
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    The construction of intelligent water conservancy is among the most significant symbols of high-quality development of water conservancy in the new stage. Over recent years, the Jiangya and Zaoshi water conservancy project has witnessed its preliminary informatization of business platform system. Yet, deficiencies still exist, such as lack of monitoring awareness, difficulties in integrating and sharing data resources, and insufficient intelligence of business applications. On the basis of a summary of existing systems, we propose a construction scheme for the digital twin of Jiangya and Zaoshi project by benchmarking against and keeping in line with the technical requirements of digital twin construction. The scheme includes digital twin platform, water conservancy infrastructure, business applications, network security system, co-construction and sharing, etc. It is an exploration of digital twin for water conservancy project, and also serves as a pilot demonstration of digital twin construction in the Changjiang River Basin.
  • RIVER-LAKE PROTECTION AND REGULATION
  • PAN Yun-wen, LIU Xin, YANG Ke-jun
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 10-17. https://doi.org/10.11988/ckyyb.20210878
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    In the aim of exploring the effect of particle arrangement trend on bed surface structure,twelve groups of imbricate bed surfaces were paved manually and their precise digital elevations were obtained by using 3D laser scanning.The roughness characteristics of the imbricate bed surfaces were analysed on the basis of statistical theory and fractal theory.Results unveil that the distribution of relative elevation frequency of imbricate bed surface is negatively skewed and bimodal.The main peaks follow approximate normal distribution and are tall and large,while the minor peaks are short and small.With the increasing of particle size,the sill and the spatial correlation length of the elevation variogram increase.The elevation variance and the sill of the variogram are basically equivalent in quantifying the roughness characteristics of the imbricate bed surfaces.The larger the particle size is,the greater the elevation variance is,the larger the sill of the variogram is,and the rougher the bed surface is,and vice versa.For imbricate bed surfaces,the scale-free upper limit in a two-dimensional specific direction monotonously increases with the increasing of particle size,and its value can be approximately taken as 0.5d50(half of the median particle size).However,for any imbricate bed surface,the scale-free upper limits in different two-dimensional specific directions are roughly the same.In any two-dimensional specific direction,with the expansion of particle size,the fractal dimension decreases,and the bed surface complexity reduces.The roughness characteristics of the imbricate bed surfaces are obviously directional;especially in three directions (0,π/4 and π/2(rad) relative to the flow direction),the roughness characteristics are fairly different.
  • WANG Yuan-long, LI Sheng-wei, ZHU Ling-ling
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 18-23. https://doi.org/10.11988/ckyyb.20220177
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    Endowed with abundant hydropower resources,the upstream of Jinsha River is going to witness thirteen cascade hydropower stations in planning.The hydrological and sediment situation and its changes will have significant impact on the construction,dispatching and operation of the hydropower stations.In this paper,the variations of water and sediment in the upper Jinsha River in recent five decades are examined according to measured hydrological and sediment data of Gangtuo,Batang and Shigu hydrological stations.Results unveiled that the interannual runoff and sediment discharge in the upper Jinsha River presented increasing trend,and the increase of sediment discharge was obviously larger than that of runoff.In the meantime,the correlation between water and sediment and the double accumulation curve were both changing.The proportion of runoff in flood season was relatively stable during the year,and the concentration of sediment discharge in flood season was more obvious.Affected by the Baige large landslide in 2018,the proportion of sediment discharge in October and November,2011-2020,was higher than that in the past.The main factors leading to the changes of water and sediment in the upper Jinsha River include rainfall changes,large-scale landslide events and human activities.The Baige landslide and the following barrier lake led to a 91.7%-148% increase in sediment discharge in 2018 and 2020 compared with the average value in recent five decades.
  • REN Shi, HU Xing-e, XING Long, LÜ Chao-nan, GAO Yu
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 24-28. https://doi.org/10.11988/ckyyb.20210935
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    Reservoir sedimentation is a worldwide problem which affects the normal functioning of flood control,power generation,shipping,and water resources utilization. In particular,sediment deposition in front of dam may block the water intake of hydropower station and bottom outlet,severely affecting the power generation efficiency and flood discharge safety. The water depth in front of the dam of large reservoirs is generally over 100 meters. Efficient and safe dredging is an important approach to effectively control sediment deposition and maintain sustainable development of water resources. In this paper,the aerodynamic deep-water dredging technology is studied and applied to the Three Gorges Reservoir. Application result manifests that aerodynamic dredging technology can be operated safely and efficiently in 100-meter deep water environment. The research results can be taken as a technical reference for the dredging of large reservoirs.
  • CHEN Xing-you, ZHANG Cong, HE Huai-guang, ZHOU Shuang, LIU Xu, XIE Meng-shan, XIE Zhong-qiu
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 29-36. https://doi.org/10.11988/ckyyb.20210852
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    The silt from Dongting Lake poses many challenges such as large production and high disposal costs with underdeveloped green disposal technology.A multi-objective model combined with ideal point method was constructed to quickly obtain the optimized sintering condition of silts in different regions.The physical and chemical properties and the sinterability of Dongting Lake silt were first analyzed from macro-and-micro perspectives,and the relationship between sintering conditions and performance of high-quality lightweight aggregates were then obtained by orthogonal experiments.The silt from Dongting Lake is a typical swellable soil when sintered,and is feasible to be prepared into high-quality lightweight aggregate as its three-phase diagram lies in the prone-to-swell zone specified by the Riley three-phase diagram.The optimum sintering conditions for preparing lightweight aggregate from Dongting Lake silt are as follows:20 min preheating time,410 ℃ preheating temperature,5 min sintering time and 1 112 ℃ sintering temperature.The sintered lightweight aggregate had a porosity of 23.31%,shrinkage of 5.75%,bulk density of 1.28 g/cm3,compressive strength of 20.35 MPa and water absorption rate of 14.33% per hour.The research findings help solve the problem of disposal of Dongting Lake silt and also provide new idea for the resource utilization of silt from other lakes.
  • WATER RESOURCES
  • LI Guang-lu, FAN Li-juan
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 37-42. https://doi.org/10.11988/ckyyb.20220824
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    The aim of this study is to assess the changes in eco-hydrological regime and its ecological effect in the headwaters of the Yangtze River.According to the daily flow data of Zhimenda Hydrological Station from 1957 to 2021,we obtained the time of abrupt change in annual average flow of Zhimenda hydrological station via Bayesian change-point test,evaluated the abrupt change degree by using IHA-RVA (Indicators of Hydrologic Alteration and Range of Variability Approach),and then assessed the time-series changes of monthly average flow and annual extreme flow by using trend slope,Kendall trend test and detrended fluctuation analysis.We found that 1) the average annual flow of Zhimenda hydrological station changed abruptly in 2004.2) The comprehensive hydrologic change degree reached 37.2%,implying a moderate change.3) The average monthly flow was moderately changed,and the average monthly flow increased in different degrees,which added to the available water for aquatic life in the river.4) The extreme values of flow were slightly changed,indicating that extreme flow events remained in a stable range,which maintained the stability of the ecosystem in the headwaters.The increase of minimum flow better guaranteed the ecological flow of the watershed.5) The occurrence time of extreme values was slightly changed,posing little impact on aquatic habitats and fish migration.6) The pulse frequency of high and low flows both changed to low degrees,which reflected that the frequency of drought and flood decreased in the headwaters of the Yangtze River,sustaining the water reception of the river and riverbanks.The high and low flow pulse duration also brought about uncertain influence to the ecological environment of river and riverbanks in the source region.7) The rising rate,declining rate and reversal rate of flow all changed to low degrees,which indicated that the change degree of flow in the headwaters of the Yangtze River was low and maintained in a relatively stable state of the ecosystem.In general,the ecological environment in the headwaters of the Yangtze River showed a trend of improvement,and the increased ecological flow was conducive to maintaining the biodiversity and the healthy and sustainable development of the ecosystem in the source region.
  • QI Shuai, WANG Xian-xun, ZENG Kun, TANG Zheng-yang, YAO Hua-ming
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 43-50. https://doi.org/10.11988/ckyyb.20210947
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    The bundling of hydro-wind-solar energies serves as an important guarantee for the large-scale,efficient and safe grid-connection of new energy resources,and is conducive to improving the efficiency of clean energy utilization,thus realizing the “double carbon vision target” at an early date;on the other hand,it will also aggravate the influence on the operation efficiency of hydropower units.In this paper,the effect of different new energy ratios on the efficiency of hydropower units under the hydro-wind-solar bundling mode is discussed.First,a daily-bundling dispatching model is constructed under hydro-wind-solar mode,and then a numerical example is given to study the virtual wind and photoelectric fields around the Wudongde dam.Results reveal that with the increase of new energy,the operating efficiency of hydropower units will decrease in dry season but increase first and then decrease in flood season.The fluctuation of the efficiency of hydropower units within a day in flood season is smaller than that in dry season.Consequently,hydro-wind-solar bundling in flood season is more favorable to improve the operation efficiency of hydropower units.
  • TAN Nan-nan, MA Xiao-qing, SHEN Chun-ying, HE Shi-hua, CHENG Guai-mei
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 51-59. https://doi.org/10.11988/ckyyb.20210985
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    The water vapor content and precipitation in hydrological cycle process are studied on basin scale to provide a basis for the comprehensive management of river basin and the development and utilization of air water resources. Based on topographic data ASTER GDEM V2,ERA-Interim monthly reanalysis data and precipitation data,we studied the temporal and spatial characteristics of water vapor content and precipitation over the upper reaches of Shigu Section in the Jinsha River basin,and discussed the correlation between the two. Our research reveals that the water vapor content over the study area displays a decreasing trend from south to north and from east to west,an oblique “U” shape trend in the southwest,and a positive “U” shape in tthe southeast. The average precipitation over the years has gradually increased from northwest to southeast. The annual average water vapor content and precipitation are on the rise. The water vapor content and precipitation in summer are the largest,followed by those in autumn,spring and winter in sequence. The average monthly water vapor content and precipitation for many years distribute in a unimodal type. Moreover,the annual average water vapor content is weakly correlated with precipitation,and the correlation differs significantly among four seasons. The monthly correlation is more instructive.
  • WATER ENVIRONMENT AND WATER ECOLOGY
  • HU Yu-xin, JIN Lei, LIU Wei, TAN Qing-jun, MEI Zeng-rong, HU Sheng, WANG Ying-cai, XIONG Shao-kai, DENG Yue
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 60-66. https://doi.org/10.11988/ckyyb.20210872
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    Current research on plankton in the Lancang River is mostly limited to phytoplankton;discussion from the perspective of the whole eukaryotic community is in lack.To fill the blank in the research area,the eukaryotic plankton diversity and its response to environmental factors were explored by using 18S rRNA metabarcoding technology based on water samples collected from 36 locations covering an area of nearly 2 000 kilometers of Lancang River in October 2020.Overall,1 269 OTUs were obtained from the samples;the eukaryotic plankton species detected in these samples cover 45 phyla and 284 genera,reflecting the majority of the diversity.Based on NMDS and ANOSIM analysis,the eukaryotic community can be divided into three spatial groups:the natural channel in the upstream area,the midstream area between Wunonglong hydropower station and Gongguoqiao hydropower station,and the downstream area of Gongguoqiao hydropower station.According to the diversity and community composition data,the upstream area sees the most evenly distributed eukaryotic community,with Chrysophyte and Bacillariophyta broadly distributed;the midstream and the downstream features similar diversity,both lower than that in the upstream,with Cryptophyta most broadly distributed.Water temperature and alkalinity are dominant environmental factors that affect the structural change of eukaryotic plankton community in the Lancang River.Driving factors vary among the upstream,midstream,and downstream:electrical conductivity is the key environmental factor affecting the community structure of eukaryotic plankton in the upstream area,while water temperature in the midstream,and total phosphorus concentration in the downstream.
  • CHEN Zhi-rong, CAO Guang-chao, CHEN Ke-long, MA Yuan-xi, WANG Xin-ye
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 67-72. https://doi.org/10.11988/ckyyb.20210893
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    The water ecological functional zoning for lakes is the development and application of geological zoning in the field of ecological environment.With the DEM(Digital Elevation Model) of watershed as a basis,the natural hydrological units and water systems of the target basin can be divided via hydrological analysis,and then the water ecological functional zoning can be determined in association with comprehensive investigation data of the basin.In this research,the maps of seven major rivers in the Qinghai Lake basin were processed by using GIS technology into grid maps of the same grid units.Such maps cover the water system,DEM,total value of ecosystem services,normalized difference vegetation index(NDVI),and land use types.The spatial autocorrelation distance of each index element was calculated using GS + software so as to obtain the dominant indices and impact factors of first-level and secondary zones of water ecological function in the Qinghai Lake basin.The grid maps of selected indicators were processed by the spatial overlay of ArcGIS 10.0 software to modify the boundaries of the zones.Finally we determined eight first-level water ecological functional zones and 27 secondary zones in the Qinghai Lake basin.The zoning of the primary and secondary water ecological functions is helpful to enrich the study of the differentiation of the Qinghai Lake basin and provide theoretical and methodological guidance for the construction of Qinghai Lake National Park.
  • SOIL AND WATER CONSERVATION AND ECOLOGICAL RESTORATION
  • WU Dan, CAO Wei, HUANG Lin, HUHE Tao-li
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 73-80. https://doi.org/10.11988/ckyyb.20210920
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    Scientific assessment of the ecological effects of ecological project is of great significance.On the basis of long time series of remote sensing data,we analyzed the spatiotemporal variation characteristics and driving factors of the pattern and quality of ecosystem and major ecosystem services in the Natural Forest Protection Project(NFPP) area from 2000 to 2015.Results showed that:1) In recent 15 years,areas of forest,water body,wetland,and settlement ecosystems expanded,while the area of grassland ecosystem shrinked.2) Vegetation coverage and net primary productivity both showed improvement trend with an increasing rate of 0.27%/a and 3.82 g/(m2·a),respectively.3) Except that the water source conservation service remained stable,the soil conservation and sand fixation services of ecosystem both improved with the variation slope being 1.00 t/(hm2·a) and 1.25 t/(hm2·a),respectively.(4) The warming and wet trend of regional climate promotes vegetation restoration.Population density and human disturbance index both increased.In conclusion,the ecological environment of the NFPP has been overall improved.Differentiated ecological restoration and management should be emphasized in subsequent ecological project.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • WANG Zhou-e, CAI Yao-jun
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 81-86. https://doi.org/10.11988/ckyyb.20220981
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    The reservoir area of Xulong hydropower station is featured with steep bank slope and unfavorable geological bodies. To ensure the normal operation of Xulong hydropower station,it is essential to accurately evaluate the stability of unfavorable geological bodies and the risks of landslide dam and surge wave. According to engineering geological mapping,18 unfavorable geological bodies were found in the reservoir area,which belong to Quaternary accumulation bodies and were stable before impoundment with no risk of landslide dam. However,eight of the unfavorable geological bodies may be deformed and damaged after impoundment,and seven may collapse,which is small in scale and will not block the river;accumulation body 16# may be subject to large-scale landslide which may block the river and generate surges.The stability of accumulation body 16# was analyzed by using GeoStudio software,and the landslide dam risk was predicted by analytical simulation method and Pan Jiazheng's method. Besides,the influences of surge wave on landslide area,reservoir bank slope and dam were analyzed by empirical formula of landslide surge waves. In conclusion,the instability of accumulation body 16# will not block the river and landslide surge will not affect the safety of the dam. The research ideas and methods can provide reference for the risk prediction of related projects in the upper reaches of Jinsha River.
  • ZHOU Xin-yi, HU Lei, ZHANG Qi-ling
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 87-93. https://doi.org/10.11988/ckyyb.20210829
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    The valley shrinkage deformation caused by reservoir impoundment has a direct influence on the safety of high arch dam structure.The safety state of arch dam under the condition of valley shrinkage deformation is evaluated with a high arch dam in southwest China as an example.First,the monitoring model of dam deformation is established to study the relation between dam deformation and valley shrinkage deformation.On this basis,an evaluation model is constructed for dam safety based on multi-source information fusion in consideration of valley shrinkage deformation indices;the Cloud Model and D-S Model are combined to evaluate the safety of the dam.The basic probability distribution of evaluation indices is determined according to the membership degree obtained by Cloud Model of monitoring data,which overcomes the disadvantage of strong subjectivity of traditional method;furthermore,the dam safety can be evaluated comprehensively in association with basic credibility of each monitoring index acquired from the D-S Model.Results suggest that the compression load caused by valley shrinkage deformation could be the main reason of dam deformation towards the upstream;the studied dam is in a basically normal state,which is consistent with the actual situation of the high arch dam.The results demonstrate that the membership degree obtained by Cloud Model is reasonable and feasible to determine the basic credibility allocation of evaluation indices.
  • CHEN Wen-hong, YU Bin, LIU Qing-wen, LU Lu, MA Chao, SUN Shuai, SHI Chun-xiang
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 94-100. https://doi.org/10.11988/ckyyb.20210760
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    The aim of this research is to offer theoretical basis for forecasting and warning single-ditch debris flow in the mountainous area of Beijing.Factors such as topography,geology,and rainfall that induce debris flow were analyzed in line with the formation mechanism of debris flow based on literature review in recent decade and rainfall data.The model P=RT0.2/G0.5 was adopted for forecasting single-ditch debris flow in the mountainous area of Beijing,and the warning models and corresponding thresholds for blue,yellow,orange and red warning levels were obtained and further applied to forecasting the debris flow in Longtan gully for verification.Results demonstrated that the forecasting model in the present paper could well predict short-term debris flow and acquire the susceptibility of debris flow in different time periods according to rainfall changes.The model can be taken as a scientific and effective method for rapidly identifying the susceptibility level of debris flow in the mountainous area of Beijing.
  • HYDRAULICS
  • WANG Si-ying, DING Ning, SONG Zhi-wei, SHI Xiao-tao
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 101-106. https://doi.org/10.11988/ckyyb.20210848
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    The mechanism of controlling water wave by designing special variable-density fluid is studied through theoretical analysis and numerical simulation based on the principle of gradient refractive index optical lens.The impact of water waves on water-related projects can be alleviated by designing variable-density fluid lens to make parallel incident water waves turn back and propagate backwards according to the principle of the Eaton lens which could deflect ray trajectories,hence reducing wave intensity in downstream area.On the other hand,water wave energy can be better collected and exploited by designing variable-density fluid lens to make parallel incident water wave focus to a point and enhance wave intensity in light of the Luneburg lens which can focalize ray trajectories.Our study proves that it is feasible to regulate and control surface water waves by designing and arranging variable-density fluid regions of different sizes and functions according to specific application requirements and project conditions.The theory and technique in this paper provides a new idea for controlling and utilizing waves in water conservancy and ocean engineering.
  • YU Xiao-wei, MU Zhen-wei, GAO Shang
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 107-115. https://doi.org/10.11988/ckyyb.20210823
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    The layout form of trapezoidal pier and suspension grid in stilling basin is optimized through comparative analysis of the hydraulic characteristics and energy dissipation effect in the presence and in the absence of trapezoidal pier and suspended grid in stilling basin via physical model test. Results show that under the condition of water flow of low Froude number, the trapezoidal pier-suspended grid joint energy dissipator could generate uniform water depth distribution, smaller fluctuation range of pressure distribution gradient along the stilling basin floor and time-averaged pressure distribution coefficient, and better overall stability. The kinetic energy correction coefficient basically maintained in the range of 1 < α< 2, which can effectively improve the velocity distribution at the section of pool entrance. The energy dissipation rate increased from 52.25%, 70.37% and 75.89% to 56.74%, 75.95% and 79.22%, respectively. With the trapezoidal pier at about 0.35 L away from the head of stilling basin with staggered double row when the height of suspension grid is the same as that of tail ridge and arranging in single rows at equal spacing in the trapezoidal pier-suspension grid stilling basin, the overall flow pattern improves obviously, the flow rate at the outlet of stilling basin reduces to 0.4 m/s, and the energy dissipation rate increases to 59.63%, 76.12% and 79.37%. The research results offer an idea for the underflow energy dissipation of similar projects.
  • ROCK-SOIL ENGINEERING
  • LIU Yang, WANG Yi-xuan, YANG Guang-chang
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 116-122. https://doi.org/10.11988/ckyyb.20210934
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    On the basis of macro-and-micro-mechanical analysis of granular media,the inherent anisotropic strength criterion of sand is established by introducing two physical quantities:the mean projected solid path and the true stress.When the principal direction of stress coincides with or approaches the principal direction of fabric,the strength of sand increases significantly.On this basis,the calculation formula of earth pressure in the stratum with inherent anisotropy is deduced,and the Rankine's earth pressure coefficient is modified.The effects of inherent anisotropy and internal friction angle on earth pressure behind retaining wall are analyzed.The comparison between theoretical prediction results and experimental data shows that the magnitude and direction of inherent anisotropy both affect the earth pressure,and the variation law of earth pressure is different when the direction of anisotropy changes.With the increase of internal friction angle,the strength of active earth pressure under anisotropic or isotropic conditions decreases gradually,which is also true when the direction of inherent anisotropy changes.The earth pressure calculation method established in this paper considers the influence of anisotropy in the stratum,and is convenient for engineering application because of its concise form.
  • XIAO Hao-han, CHEN Zu-yu, XU Guo-xin, JIANG Zong-quan, SU Yan, CAO Rui-lang, LIU Shi-yang
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 123-131. https://doi.org/10.11988/ckyyb.20210916
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    Cutterhead torque (T) and cutterhead thrust (F) are key parameters to ensure the normal tunneling of shield machine,and their accurate prediction can effectively guide equipment operation.The research datasets are collected from earth pressure balance (EPB) shield machine on line 19 of the Chengdu Metro.By analyzing the characteristics of EPB data,we develop a standard data preprocessing algorithm that includes data segmentation,outlier processing,data filtering and data compilation.Based on Butterworth filter,we establish the prediction model of EPB tunneling parameters by gated recurrent unit (GRU) algorithm,and then comprehensively assess the prediction effect of the model by RMSE and MAE.Results manifest that the proposed model can achieve good prediction for T and F under different geological conditions,and the prediction accuracy of the GRU model in fusion with Butterworth filter is better than that of the unfiltered model.In sandstone formation,the prediction error of the model for T is the smallest,and the RMSE and MAE are 4.91 and 3.86,respectively.The prediction of tunneling parameters based on GRU algorithm can significantly improve the judgment level of shield tunneling state,which is conducive to the optimization and adjustment of construction parameters.
  • XIAO Cheng-zhi, TAO Zi-qi, ZHANG Jin-li, XIE Shi-ping, HE Shun-hui, WU Dong-biao
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 132-139. https://doi.org/10.11988/ckyyb.20210854
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    The aim of this research is to investigate the transport mechanism of pollutants in composite vertical barrier wall formed by combination of cement-bentonite cut-off wall and geosynthetic clay liner(GCL).A 1-D transport model of pollutants in GCL composite vertical barrier wall was established in consideration of the respective functions of cement-bentonite impervious wall and GCL to simulate pollutants breaking through the GCL composite vertical barrier wall and transporting into the phreatic layer with zero concentration.The analytical solution was obtained when mixed boundary condition was adopted for outlet boundary and was found to be in good agreement with the numerical results of GeoStudio,hence verifying the feasibility of the solution.Parameter analysis manifested that GCL could further improve the efficiency of GCL composite vertical barrier wall.The half-life of organic pollutants mainly affected the concentration distribution of pollutants in the cement bentonite anti-seepage wall;the thickness and permeability coefficient of cement bentonite barrier wall significantly affected the concentration distribution of pollutants inside the wall and the pollutant flux at the outlet boundary.
  • LI Lin, LI Bin, LIU Dong, HAN Xiao
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 140-145. https://doi.org/10.11988/ckyyb.20220696
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    As deep soft soil lies under the site of Tiantian green square project of Zhuyeshan station of Wuhan Metro Line 8,special research is required to investigate the influence of large irregular deep foundation pit excavation on the surrounding Beijing-Guangzhou railway,urban viaduct and other important buildings.Based on 3D finite element dynamic numerical simulation of the excavation and support scheme,we proposed some targeted reinforcements for key parts by comparing the numerical result with the allowable deformation in sepcifications.Moreover,we monitored the excavation and support process of the actual project,and found that the deformation of adjacent buildings and structures quickly reached the maximum value and tended to be stable when the foundation pit is excavated to the bottom elevation.Special reinforcement scheme could effectively control the deformation of surrounding key structures,which verified the effectiveness of the excavation and support scheme and in the meantime ensured the smooth construction of deep foundation pit in deep soft soil area.Refined numerical simulation could overcome the limitations of relevant industry specifications in evaluating the interaction between new construction and existing complex projects,and also could provide a necessary technical support for rational optimization of engineering schemes.
  • SUN Xiang-jun, PAN Jia-jun, ZHOU Yue-feng, ZUO Yong-zhen
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 146-152. https://doi.org/10.11988/ckyyb.20210869
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    The common wetting deformation of coarse grain soil is of crucial importance for the long-term safe operation of earth and rockfill dam. The fitting accuracy of existing empirical formulas is unclear. In view of this,experimental data was collected and verified. Results demonstrated that: 1) the relation between wetting volumetric deformation under constant pressure and confining pressure can be well fitted with power function;2) the relation between wetting axial strain and stress level can be well fitted with exponential function,and the parameters of exponential function are linearly related to confining pressure;3) a bilinear model with simple form for wetting volumetric strain has higher fitting accuracy than the power linear model and the six-parameter model;4) wetting shear strain is in a good hyperbolic relationship with stress level but a weak correlation with confining pressure. In addition,an empirical formula of wetting strain based on modified relative wetting stress level is established by analyzing the correlation between wetting strain and different stress levels.
  • ZHOU Yu, CHEN Dong-xia, YU Jia-jing, LI Qi
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 153-160. https://doi.org/10.11988/ckyyb.20210902
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    Granite residual soil is prone to soften and disintegrate in contact with water.The effects of compactness and number of dry-wet cycles on the disintegration characteristics and disintegration indexes of granite residual soil were examined via disintegration test under dry-wet cycles.Results demonstrated that the smaller degree of compaction and the more times of dry-wet cycles,the faster the disintegration and the shorter the time required for the sample to completely disintegrate.The functional relations of average disintegration rate against number of dry-wet cycles and degree of compaction were fitted.The microstructure change of granite residual soil under dry-wet cycle was obtained by scanning electron microscope test.The micro-mechanism of disintegration was explained:with the number of dry-wet cycles increased,the lamellar structure of flake particles was destroyed,the agglomeration of particles was weakened,the plane porosity increased,and the structure tended to loose,which accelerated the disintegration of granite residual soil.
  • ROCK-SOIL ENGINEERING
  • ZHANG Qiao-yan , TANG Li-xia, RAN Jie, TAN Wei-yi
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 161-164. https://doi.org/10.11988/ckyyb.20210822
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    As common tree species,Indigofera amblyantha and Cassia bicapsularis have positive effects on slop stability and ecological restoration.To study their mechanism of slope protection,we investigated the influences of apparent morphology and roughness of roots on frictional strength of root-soil interface of 4-year age Indigofera amblyantha and Cassia bicapsularis.Results showed that:1)Grooves dominate the root skin of Indigofera amblyantha,and grids prevail on the root skin of Cassia bicapsularis.With the increase of root diameter,such apparent morphology grows more obvious.2)The roughness of root surface increases with the expansion of root diameter.When root diameter expands from 1 mm to 5 mm,the roughness of Indigofera amblyantha increases from 0.26 to 0.48,while that of Cassia bicapsularis from 0.24 to 0.66.3)Root with grid skin morphology has larger frictional strength on the root-soil interface,and the greater the roughness,the larger the frictional strength of root-soil interface.According to the micromorphology and quantified roughness as well as test verification,we established the relationship between the microstructure of root skin and the macroscopic friction and shear of root-soil interface.The research finding is of great significance for the study of the mechanical properties of slope protection by root system.
  • WANG Yong-wei, LI Guan-zhong
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 165-170. https://doi.org/10.11988/ckyyb.20210831
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    The aim of this study is to investigate the sorrounding rock stability of soft rock tunnel under high geostress. The vibration velocity of rock mass near blasting at different distances from the blast face was analyzed by using numerical simulation software ANSYS/LSDYNA and field monitoring data. Meanwhile, the blasting damage effect on surrounding rock under different number of blastings was studied. Results demonstrated: (1) In the area near blasting, the peak vibration velocity of particles in the tunnel was larger in vertical direction than that in radial direction and axial direction sequently. The vibration velocity in vertical direction in the bottom and sidewall of tunnel were larger than that in tunnel crest, and far more greater than those in arch shoulder and arch foot. (2) The peak joint vibration velocity was found in the unexcavated area of the tunnel, and the vibration velocity of particles in the unexcavated area of the tunnel decayed more slowly. (3) With the increase in the number of blasting, the acoustic velocity at different depths of the surrounding rock showed a trend of gradual decay; but the blasting vibration had a limited damage to the surrounding rock in terms of damage range.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • HUANG Wei, ZHANG Yang-yang, GE Jin-jin, FANG Zhang-ping
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 171-175. https://doi.org/10.11988/ckyyb.20210825
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    The hydration products,microstructure and thermal stability of cement-based materials prepared by mixing with nano-SiO2 and calcium carbonate whisker were effectively characterized by using SEM,XRD and TG-DSC.The mechanical properties and thermal conductivity of thermal-insulated cement mortar were also studied by adding 0%,1%,2%,3%,5% and 10% calcium carbonate whisker and 1% nano-SiO2.Test results revealed that by adding materials of nano-and-millimeter level scales,C-S-H gels were generated from the secondary hydration reaction between nano-SiO2 and Ca(OH)2 crystal,filling the voids in cement base and refining the pores in cement base.Moreover,calcium carbonate whisker has dual-function of fibers and particles,hence producing bridging effect in the cement based,forming a dense network flocculation structure inside the cement base.The strength of cement mortar can be improved by adding nano-SiO2 and calcium carbonate whisker.The compressive strength and flexural strength of thermal insulation cement mortar mixed with 3% calcium carbonate whisker and 1% nano-SiO2 is 25.6 MPa and 6.19 MPa,respectively,and the thermal conductivity is 0.456 7 W/(m·K).Both the strength and thermal conductivity are taken into consideration.
  • ZHANG Deng-xiang, LI Jin-peng, LIU Zhi-guang
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 176-183. https://doi.org/10.11988/ckyyb.20210812
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    The aim of this research is to explore the mechanical properties and failure law of lightweight aggregate concrete. Lightweight aggregate concrete is regarded as a two-phase heterogeneous composite composed of spherical lightweight aggregate particles and mortar matrix. A three-dimensional random aggregate model is established using mesoscopic numerical simulation method to simulate the uniaxial compressive failure process of lightweight aggregate concrete. The influences of constraint effect of loading end face on crack propagation and material's mechanical properties are studied and analyzed. Results demonstrate that 1) compared with ordinary concrete, lightweight aggregate concrete sees the first crack at lightweight aggregate during compression failure, and the crack extends directly through the lightweight aggregate; 2) specimens with unrestrained loaded end face finally witness axial splitting failure, and those with restrained loaded end face undergo inverted cone failure; 3) compared with the constrained specimens, the unconstrained specimens see reductions of compressive strength and peak strain by 29.6% and 45.5%, respectively. The proposed model and simulation results provide an effective supplement to the shortcomings of traditional macro-level tests.
  • INFORMATIZATION OF WATER CONSERVANCY
  • LI Xiao-lai, LI Hai-tao, YANG Shi-qiang, XU Hai-zhang, WANG Qing
    Journal of Changjiang River Scientific Research Institute. 2023, 40(1): 184-190. https://doi.org/10.11988/ckyyb.20210729
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    The aim of this research is to enhance the extraction accuracy by improving the classification of micro-terrain landslide remote sensing information. The landslide information in local areas of Yichang was extracted by using the method of Convolutional Neural Networks (CNN) combined with Convolutional Block Attention Module (CBAM) based on the fusion of Unmanned Aerial Vehicle (UAV) hyperspectral image (HSI) and Light Detection and Ranging (LiDAR) data. Results demonstrated that landslide information can be extracted with more accuracy based on the advantages of hyperspectral and radar data.