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01 April 2021, Volume 38 Issue 4
    

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    SPECIAL CONTRIBUTION
  • WU Zhi-guang, CHEN Shu
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 1-6. https://doi.org/10.11988/ckyyb.20201240
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    Facing with new requirements and challenges, we discuss the key scientific and technological issues involved in the exploitation and protection of water resources in the Yangtze River basin. In the new development era, the exploitation and protection of water resources in the Yangtze River basin demands comprehensive and systematic management target and pattern. The key scientific and technological issues include: the coupling and driving mechanisms of four water problems under the background of climate change and human activities, the interactions among water environment, water resources exploitation and protection, and economic and social development, the multidimensional management and integrated protection technologies for four water problems, as well as the collaborative management system with multi-target and multi-stakeholder. We expound the above mentioned issues and conclude that such problems should be solved on theoretical, technological, and management levels. The research findings offer theoretical support for the Great Protection of the Yangtze River and the Development of Yangtze River Economic Belt.
  • RIVER-LAKE SEDIMENTATION AND REGULATION
  • CHEN Ting, ZHANG Wei, JI Xiao-mei, YU Xia-yan, FU Yu-jie
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 7-11. https://doi.org/10.11988/ckyyb.20200393
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    Tidal current asymmetry exerts evident impact on offshore sediment transport and topographical evolution in the estuary. However, due to the lack of long-term and high-frequency tidal velocity records, studies in this regard are insufficient. In this research, a two-dimensional numerical model is applied to simulate the tidal current in the Yangtze River Estuary. Non-stationary harmonic analysis together with the skewness method is applied to study the flow velocity asymmetry (FVA) and flow duration asymmetry (FDA), and further to reveal the transportation of suspended coarse and fine sediments. Results show that shorter duration of ebb current is favorable to the landward transport of fine sediments. Meanwhile, enhancement of the residual flow leads to larger ebb velocities, resulting in the seaward delivery of coarse sediments.
  • WATER RESOURCES AND ENVIRONMENT
  • ZHANG Sheng, PAN Xiong, LIN Li, TAO Jin-xiang, LIU Min
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 12-18. https://doi.org/10.11988/ckyyb.20200174
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    Microplastics as a type of emerging pollutant has received great concerns worldwide. The source region of the Yangtze River is the “Chinese Water Tower” and is also one of the most important ecological function areas in China; but the pollution level and distribution of microplastics in this area are unclear. In this study we investigated into the microplastics pollution in the surface water of the source region of the Yangtze River. Results unveil that microplastics is detected at different sampling sites, with an abundance range of 247-2 686/m3 and an average abundance of 1 823±949/m3; microplastics with particle size smaller than 0.05 mm were dominant, accounting for about 70%; fragments were observed in all the water samples and were superior in numbers, accounting for about 96.2%; most microplastics were transparent. In addition, the most common types of polymers in microplastics are nylon and polyethylene, both accounting for about 30%. Our results suggest that the source region of the Yangtze River is being polluted by microplastics, and research on microplastics in this region should be deepened.
  • GAO Xue-shan, LIU Shu-feng, GUAN Shuai, CHEN Ji-chen, FENG Ping
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 19-24. https://doi.org/10.11988/ckyyb.20200098
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    Guangdong Province boasts many reservoir projects, particularly small-scale ones which contribute greatly to flood prevention and irrigation while posing adverse impacts on the eco-environment along rivers. The objective of this research is to ensure sufficient ecological flow of downstream rivers. With Maodun Reservoir in Beijiang River Basin as a case study, we calculated the ecological flow using Tennant method and determined the priorities and sequences of operative functions of the Maodun Reservoir according to the Water Law (2016) of the People’s Republic of China and other laws, and further compiled the operation chart of Maodun Reservoir. Results showed that the improved method was able to obtain the comprehensive water supply-irrigation operation chart accurately at one stroke on the premise of guaranteeing the ecological runoff. In the meantime, the improved approach avoided disadvantages from using the lower boundary line of reservoir water level in relatively abundant incoming flow conditions as a guidance to operate in dry season. Specifically, those periods with an increased water supply were removed from calculation, rendering a more reasonable water demand. In addition, by doing this, we prevented the water supply restriction curve from crossing with the damage prevention curve, thereby avoiding the inaccuracy in the operation chart while enhancing the practical value of compiling comprehensive operation scheme with chronological series method.
  • WANG Jian, ZHAO Jing, YANG Hai-rong, XIA Zhi-xiong, HE Xiao-yao, LI Yong-feng
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 25-29. https://doi.org/10.11988/ckyyb.20200175
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    The aim of this research is to enhance the risk prevention and treatment of water pollution emergencies and to ensure the water environment safety in the Three Gorges Reservoir area of the Yangtze River. The spatiotemporal distribution and occurrence characteristics of sudden water pollution incidents in the recent decade are statistically analyzed based on collected data of 165 environmental emergencies in Chongqing from 2009 to 2018. Results reveal that water pollution emergency is the major type of environmental emergencies in Chongqing, accounting for 83.6%. The number of water emergency displays a trend of fluctuation and decline. Water pollution emergencies mainly happened in the nine districts of the main urban area and the surrounding districts/counties of Chongqing, while infrequently in the southeastern and northeastern districts/counties of Chongqing. Among the six major river networks in Chongqing, 84.8% of the total water pollution incidents occurred in the upper reaches of the Yangtze River and Jialing River. The major inducing factors of water pollution emergencies are road traffic accidents, equipment failure and improper operation in the form of toxic and harmful substances leaking into the water. The most frequent pollutants are oils, waste water, organics, acids, alkalis, liquid ammonia and water reducers admixture.
  • LU Zhong-han, WANG Jun-jie, ZENG Yu
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 30-35. https://doi.org/10.11988/ckyyb.20191562
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    According to the precipitation data of 21 meteorological stations from 1961 to 2017 in Shandong Province, we examined the spatial and temporal variations of yearly and seasonal precipitation and rainy days in Shandong Province via linear regression, spatial interpolation, moving average and wavelet analysis. Results unveiled that the precipitation and rainy days displayed a latitudinal zonal decline from south to north and a longitude zonal decrease from east to west in Shandong Province, with the high-value centering in the Mount-Tai area. The spatial distribution of rainy days in spring and summer was similar to that of annual rainy days, and the number of rainy days in winter distributed in a Northeast-Southwest decreasing trend. The number of annual rainy days dropped significantly at a rate of -2.16 d/(10 a) (passing 95% significance test), while the annual precipitation declined at a rate of -16.28 mm/(10 a), both in periodic change of about 17 a. The precipitation in spring showed a slight increase trend, which was opposite to the trend of rainy days. The precipitation and rainy days in the other three seasons were in negative trend; and particularly, the trend coefficient of precipitation and rainy days in summer passed 95% significance test. The negative trend of rainy days was stronger than precipitation and had a wider spatial range both on annual scale and on seasonal scale. The research findings provide a reasonable basis for water resources planning and utilization in Shandong.
  • WATER-SOIL CONSERVATION AND ECOLOGICAL RESTORATION
  • BAI Shao-yun, MA Chen-yan, LIU Bin, LIU Yu-qing, ZHU Xiao-ning, YU Pei-heng
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 36-42. https://doi.org/10.11988/ckyyb.20191519
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    In the purpose of offering scientific basis for sustainable development of land use, we investigated into the dynamic changes and future trend of land use in Qilu Lake watershed by using the land use-time series information obtained from remote sensing(RS). We interpreted the land use maps in four time periods with the support of RS and geographic information system (GIS) technology based on Landsat data in Qilu Lake watershed in 1988, 1996, 2006 and 2016. Furthermore, we analyzed the characteristics of land use cover change and its driving mechanism in Qilu Lake watershed from 1988 to 2016 in terms of spatial distribution, transfer matrix, dynamic degree, utilization degree and spatial center of gravity. Results unveiled that in spatial scale, forest land changed the most, followed by cultivated land, most of which transformed into construction land, and other land use types transformed to cultivated land and forest land continuously. The center land use developed northward, which indicates that the development of economy and urbanization in the north is faster than that in the south. The change in orientation showed that the development in the western part of the region was larger than that in the east. In addition, social factors are the major driving factors of land use change in Qilu Lake watershed, and the driving effect is expanding.
  • TIAN Meng-qi, ZHOU Jian-zhong, ZHANG Yong-chuan, JIA Ben-jun, CHEN Lu
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 43-49. https://doi.org/10.11988/ckyyb.20200088
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    The aim of this research is to reveal the response of vegetation cover to climate change before and after the Three Gorges impoundment. The correlation between vegetation cover and climate factors in the upstream of the Yangtze River from Cuntan to Yichang and 100 km around was analyzed by using partial correlation coefficient method based on SPOT NDVI and observed meteorological data. Meanwhile, the non-linear mapping relationship was also investigated. Results unveiled high spatial heterogeneity of the dynamic response of vegetation cover to temperature and precipitation in the study area. Temperature is the major driving factor of vegetation cover variations. Second-order non-linear mapping effectively characterizes the response of vegetation cover to temperature, and well explains the physical mechanism of the relationship between vegetation cover and temperature. The response of vegetation cover to temperature is affected by the impoundment of the Three Gorges Reservoir to a certain extent, and the influence degree attenuates with the distancing from the river.
  • YU Meng-yuan, ZHAO Zhong-wei
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 50-55. https://doi.org/10.11988/ckyyb.20200370
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    To verify the applicability of Guidelines for measurement and estimation of soil erosion in production and construction projects for expressway projects, the soil and water loss at an expressway project under construction in Southwest China was predicted based on the Guideline. The result was compared with that of the analogy method. Result shows that soil and water loss in subgrade engineering area, auxiliary facilities area and waste disposal sites are the most severe, and most of the soil erosion occurs in construction period. The difference of calculation results between the Guidelines and the analogy method is mainly reflected in the area of bare slope due to excavation of project, while other soil erosion types shows little difference. The application of the Guidelines in the prediction of soil erosion in linear projects is complicated but more practical for point projects.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • WANG Nian-qin, ZHU Wen-bo, GUO You-jin
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 56-62. https://doi.org/10.11988/ckyyb.20200074
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    Landslide susceptibility assessment is a precondition of early warning and evaluation for regional landslide. Effective selection of hazard-inducing factors and establishment of assessment model are challenging in the prediction of landslide hazards. On the basis of the fusion of multi-source data including digital elevation model (DEM), geological map, road network map, and remote sensing image of Fugu County as a case study, the environmental factors such as landform and geomorphology, formation lithology and ground cover as well as inducing factors such as rainfall and human engineering activity were extracted as assessment indicators. The correlations among the extracted factors were analyzed and the topographic relief factor was eliminated. Furthermore, the particle swarm optimization (PSO) algorithm was adopted to optimize the parameters of support vector machine(SVM) model. The optimal parameters (penalty parameter c=1.42 and kernel parameter σ=1.15) were incorporated into the SVM model to establish the PSO-SVM model for landslide susceptibility assessment. The performance of the model was tested by the receiver operate curve (ROC) and Kappa coefficient, and results revealed that the success rate and the prediction rate of the PSO-SVM model were 0.931 and 0.917, respectively, and the prediction accuracy of train data and test data were 79.17% and 76.67%, respectively.
  • LI Jia-yu, WANG Chong-gen, MAO Bang-yan, SONG Hao-ran, LI Sen
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 63-69. https://doi.org/10.11988/ckyyb.20200159
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    To evaluate the impact of landslide on residential areas and the operational safety of the Lanzhou-Chongqing railway, we carried out field investigation, borehole teleview, mathematical formula calculation and numerical simulation to analyze the formation mechanism of large-scale translational landslide at tunnel exit. According to the result of landslide stability evaluation, sliding distance calculation and numerical modeling, we obtained the risk zoning and put forward some economic and reasonable countermeasures. The results demonstrate that: 1) hydrostatic-pressure and uplift pressure generated by rainfall infiltration in landslide’s back edge induced the landslide instability; 2) the annual probability of landslide sliding over 0.89 m is small than 4.1%, and 2.15 m 0.17%. After the landslide slides over 2.15 m, the landslide will be stable but poses high risk to the residential area in landslide’s front edge and medium risk to the tunnel exit. We suggest taking engineering measures integrating cut off drainage and anti-slide pile. The results are applicable to the prediction and early-warning of translational landslide.
  • HYDRAULICS
  • FU Ming-huan, ZHANG Zhi-chang
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 70-74. https://doi.org/10.11988/ckyyb.20200070
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    According to the definition of frictional head loss, the theoretical relations of frictional head loss with coefficient of bed resistance, conjugate depth ratio of hydraulic jump, ratio of width to height of initial section, and initial depth are deduced. The theoretical calculation equations of frictional head loss coefficient and the local head loss coefficient of free hydraulic jump in rectangular open channel are given, and the simple fitting formulas of frictional, local, and total head loss coefficients are put forward. It is shown that frictional head loss grows with the rise of the initial depth of hydraulic jump and the coefficient of bed resistance; but declines with the increase of the conjugate depth ratio and the ratio of width to height of initial section. Local head loss coefficient augments with the increasing of the Froude number of initial section. The proportion of local head loss in the total head loss becomes larger with the increase of Froude number. When Froude number is 3, the proportion of local head loss is 90%, and when Froude number is 6, the proportion of local head loss is over 95%. The research results could improve and enrich the theoretical system of hydraulic jump.
  • ROCK-SOIL ENGINEERING
  • WANG Yan-li, LIU Jing, WANG Yong-ming, PAN Jia-jun, CHEN Yun
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 75-80. https://doi.org/10.11988/ckyyb.20200789
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    Cutoff wall connected with composite geomembrane is commonly used as an impervious system in cofferdam projects. The geomembrane at the junction often suffers from structural damage and causes concentrated leakage. In line with the mechanical characteristics of composite geomembrane in the impervious system of high earth-rock cofferdam, we established the structural models of the connection between composite geomembrane and cutoff wall considering three connection forms: no expansion joint, ordinary vertical expansion joint, and U-shaped groove expansion joint using a self-developed large-scale bidirectional low friction laminar-ring simple shear apparatus. We further conducted large-scale shear test on the connection between composite geomembrane and cutoff wall to probe into the mechanical deformation mechanism of the composite geomembrane under different connection forms. Results unveiled that in the aforementioned three connection forms, 1) the strain of geomembrane gradually increased with the gradual increase of shear displacement while declined with the growth of distance from the cutoff wall; 2) the variation trend of stress-strain relationship of the model soil didn’t vary much with the connection form, and the peak stress saw no big change; 3) the peak strain of geomembrane near the cut-off wall with no expansion joint was 4×10-3, with ordinary vertical expansion joints, 3.5×10-3, and with U-shaped groove expansion joints, 6.51×10-4. Compared with the other two forms, U-shaped groove expansion joints reduced the peak strain of geomembrane markedly and effectively solved the problem of strain concentration at the junction between geomembrane and cutoff wall.
  • LIU Xiao-ming, YANG Ben-liang, SHEN Qi-yu
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 81-87. https://doi.org/10.11988/ckyyb.20200046
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    The smooth fracture seepage flow of rock can be described by the cubic law, but the permeability of fracture in vesicular rock differs due to vesicles on two sides of the fracture surface. In this research, four kinds of vesicular basalt samples with significant differences in vesicle distribution were selected from the volcanic area of Haikou to conduct single fracture permeability test based on the vesicle characteristic parameters. Furthermore, the permeability law of vesicular fracture was obtained by transforming the test results using the influence factor (λ) of fracture surface structure. Finally, the mechanism of vesicular structure affecting fracture permeability was expounded through numerical analysis verifying the rationality of laboratory test result. The results demonstrat that vesicular structure has a significant impact on the seepage of fracture. When the Reynolds number is low (Re<200), vesicular structure boosts the seepage flow of fracture; when the Reynolds number is high (Re>200), vesicular structure hinders the seepage flow of fracture. The influence factor λ is negatively related to the Reynolds number (Re) within a certain range.
  • LIU Hao, YANG Jun-jie, WANG Man, LI Si-chen, WU Ya-lei, WANG Xiao-qian
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 88-93. https://doi.org/10.11988/ckyyb.20200129
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    The exponential functions of deterioration depth, complete deterioration depth and deterioration transition layer depth over time were established via indoor deterioration test on cement soil. The experimental results showed that the initial strength of cement-soil had no significant influence on the penetration resistance curve of degraded cement-soil. As an inhomogeneous body with the deterioration degree increasing with time, degraded cement-soil was composed of three parts: the completely degraded layer with a strength of almost zero, the transition layer whose strength increased with depth, and the undegraded zone whose strength could be regarded as the same as the standard curing cement-soil of the same age period. The deterioration depth, complete deterioration depth and transition layer depth of cement-soil reduced with the augment of the initial strength of cement-soil. In the prediction formula of deterioration depth against time, the coefficients were respectively the deterioration depth of cement-soil at 90 days of deterioration, the complete deterioration depth, and the deterioration transition layer depth. The value of the index was 0.6 regardless of the degradation type, indoor degradation test or field degradation test. At this time, the calculation results were consistent with the test results, and the formula could be used to predict the deterioration depth of cement-soil.
  • YUE Xia, DAI Fu-chu, ZHU Jie, ZHU Yu-xuan
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 94-101. https://doi.org/10.11988/ckyyb.20200056
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    Landslide surge is one of the most common natural disasters in reservoir area. In order to simulate the disaster range of landslide surge more accurately and efficiently, we established a dynamic model of landslide surge based on SASSA landslide motion model, COMCOT tsunami model and its open source finite difference program. The model considers the strong coupling force of landslide surge, the wave breaking and other factors that affect the movement of landslide surge to better reflect the actual movement of landslide surge. The validity of the model is verified by the case study of the landslide surge in Gongjiafang. The simulation results show that: 1) the movement process of landslide, the shape of accumulation, the generation, propagation and climbing of the surge obtained from the simulation are in good agreement with field monitoring; 2) the wave height of the surge on the bank is higher than that in the river due to the wave energy accumulation on the bank; 3) the wave height on slope decreases and fluctuates along the way, which is dependent on the specific topography of monitoring point. Because the simulation results are consistent with the field observation, the model can be applied to the simulate the surge of fluid-like landslide.The simulation results of the model can provide a reference for the prevention and control of the surge disaster of fluid like landslide.
  • LIU Wei-tao, CAO Wen-gui, ZHANG Yun-qiang
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 102-109. https://doi.org/10.11988/ckyyb.20191553
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    Rainfall infiltration is a key factor which induces landslides. Researching the law of rainfall infiltration in slope is of crucial significance for the prediction and prevention of landslides. The traditional Green-Ampt model and the improved Green-Ampt model both assume that the infiltration process is uniform and saturated, ignoring the existence of unsaturated zone above the wetting front. In view of this, we analyzed the distribution law of matric suction in slope first of all based on Darcy’s law; and in subsequence, we obtained the functional relation of water content in the wet zone of slope varying with depth in association with the VG model of unsaturated soil; finally, we derived a rainfall infiltration model considering the unsaturated characteristics of soil using the improved Green-Ampt model, and applied the model into infinite slope stability analysis. Results demonstrated that, compared with numerical solution and existing models, the proposed infiltration model in consideration of the unsaturated characteristics of soil reflects more accurately the process of rainfall infiltration. In addition, the stability coefficient calculated based on the proposed model better reveals the change rule of slope stability under constant rainfall intensity, which proves the correctness and applicability of the model.
  • QIU Xiao, TU Guo-xiang, ZHAO Shi-li, HOU Xiao-dong
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 110-117. https://doi.org/10.11988/ckyyb.20200035
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    Slope stability under rainfall is closely related to fissure-induced infiltration. In an aim of investigating the effect of fissure development on rainfall infiltration in deposits, two models were designed for the fissures developed on the surface of a huge accumulation body along the Lancang River: a model of primary-secondary fissures, and a homogeneous model for reference. Only the shape characteristic of fractures in the actual deposit was considered for the sake of ideal model size. The changes in the moisture content, matric suction, moving speed and depth of wetting front of soil were obtained through laboratory physical model tests and numerical analysis. In the whole time period of one-hour rainfall and 23-hour observation, the migration trend of wetting front can be summarized as infiltration acceleration, peak value, infiltration deceleration, and tending to zero in sequence. Thanks to the favorable channels provided by fissures, rainwater could reach the deep of the soil and form a transient saturation zone which gradually dissipates as the rainfall ends. The infiltration of rainfall in fissured deposits can be divided into four stages: complete infiltration in the early stage, intense infiltration below the fissures, compensated accelerated infiltration, and horizontal infiltration.
  • FAN Jun-jie, WANG Qiu-sheng
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 118-123. https://doi.org/10.11988/ckyyb.20200045
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    Researching the erosion characteristics of cohesive soil is the key to preventing hydraulic structures from destructing. Erosion experiments of remolded cohesive soil were carried out by the Erosion Function Apparatus (EFA), and according to the experimental results, the relations between erodibility parameters in both Wilson model and excess shear stress model were studied. The relations of critical shear stress against water content, dry unit weight and cohesion in the two models were examined. In addition, the goodness of fit of the two models was evaluated using determination coefficient R2 and normalized objective function NOF. Results revealed a power function relationship between the erodibility parameters of the two models and a linear relationship between critical shear stress and soil parameters. Given an erosion parameter, the other erosion parameters could be obtained through regression. The Wilson model has better R2 and NOF than excess shear stress model. Therefore, the rationality and accuracy of Wilson model in predicting the erosion rate of cohesive soil are higher than that of excess shear stress model.
  • LI Xu, ZHANG Peng-chao
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 124-131. https://doi.org/10.11988/ckyyb.20191492
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    The variation rules of peak strength, deformation characteristics, elastic modulus, energy conversion and damping ratio of yellow sandstone were studied based on triaxial cyclic loading and unloading compression test. Experimental results revealed a linear relation between peak strength and confining pressure, while the cyclic load had little effect on the peak strength of yellow sandstone. Axial strain was separated into elastic strain and plastic strain, and the value and the proportion of elastic strain and plastic strain both changed abruptly in the cyclic loading process. Within the loading range of 0-20 MPa, the elastic modulus of yellow sandstone augmented with the climbing of confining pressure, whereas when confining pressure exceeded 20 MPa, the influence of confining pressure alleviated. Furthermore, the strain energy, dissipated energy and damping ratio of yellow sandstone were calculated using finite difference method, and results unveiled that with the proceeding of cyclic loading, the dissipated energy expanded first but then withdrew, while damping ratio was in an opposite trend until reaching a stable value.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • NIU Jian-gang, BIAN Yu, XU Yao, XIE Cheng-bin
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 132-137. https://doi.org/10.11988/ckyyb.20191381
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    On the basis of statistical data of interfacial bonding test between steel bar and recycled concrete under freezing-thawing environment, we built a model of bonding degradation in line with the gemetric damage theory. By fitting the bond strength-slip curve using exponential function, we established a bond-slip damage constitutive relation between steel bar and recycled concrete in freezing-thawing environment. Moreover, we analyzed the interfacial bonding energy consumption by defining the bonding energy factor to quantify the changes of interfacial bonding performance under different freeze-thaw cycles. Results revealed that the bonding energy of specimen with zero recycled aggregate was close to that with 100% of recycled aggregate, both larger than those with 30% and 60% of recycled aggregate. Given the same replacement ratio of recycled aggregate, the bonding energy factor declined with the proceeding of freezing-thawing cycles, indicating evident reduction of energy consumption ability; at the same cycle, the bonding energy factor first increased while then dropped with the augment of recycled aggregate ratio; when the replacement ratio of recycled aggregate was 30%, the energy consumption ability reached the optimum. The research findings revealed the failure mechanism and influencing factors for the interface between steel bar and recycled concrete in freeze-thaw environment, helped improving the basic theoretical system of recycled concrete, and offered reference for the application of recycled concrete in practical engineering.
  • YAO Wei-jing, PANG Jian-yong, LIU Yu-shan
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 138-143. https://doi.org/10.11988/ckyyb.20200066
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    All-light Weight Aggregate Concrete (ALWAC) and Sub-light Weight Aggregate Concrete (SLWAC) were prepared by absolute volume method, and were compared with Normal Concrete (NC) in terms of carbonation depth at different ages. The microstructure changes of NC and ALWAC before and after carbonation were compared by Mercury Intrusion Porosimetry (MIP). The results showed that ALWAC and SLWAC had better carbonation resistance than NC because of special internal curing effect of lightweight aggregate which led to more compact cement stone surrounding the ceramsite. The carbonation rate of ALWAC and SLAWAC also decreased apparently with the increasing of carbonation age. Microstructural analysis showed that after 28 days of accelerated carbonation experiment, the porosity of NC and ALWAC declined from 14.36% and 30.33% to 13.53% and 28.70%, respectively. The result quantitative explained the reduction of pore diameter and the augment of compactness by the intrusion of carbon which filled and refined a large number of pores and reacted with cement hydration products to generate CaCO3. In addition, a model predicting the carbonation depth of lightweight aggregate concrete in consideration of ceramsite content was given.
  • CAO Xin-cheng, JIN Bao-hong, SONG Mu-yuan, XIE Xin
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 144-149. https://doi.org/10.11988/ckyyb.20191483
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    The aim of this study is to investigate the influence of recycled aggregate with surface-coating cement slurry on the early plastic cracking performance of self-compacting recycled concrete. On the basis of optimal mix proportions obtained from orthogonal test, we conducted early plastic cracking test via slab test with the strength level of surface-coating cement as single variable and other factors remaining unchanged. Test results demonstrate that after the surface-coating of recycled coarse aggregate, the compressive strength and flexural strength of concrete both improved, and the crack area also declined to different degrees. The total crack area of recycled concrete per unit area is about 1.5 times of that of ordinary concrete; and the crack area of concrete with 32.5R, 42.5R and 52.5R cement coating reduced by 11.1%, 25.1% and 13.1% compared with that of ordinary concrete, respectively, of which 42.5R cement boasts the best surface-coating effect. SEM test also shows that the surface-coating slurry of aggregate strengthens the interface transition zone of concrete and enhances its cracking resistance.
  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES
  • ZHOU Fang-fang, MAO Suo-ying, HUANG Yue-wen, HU Lei
    Journal of Changjiang River Scientific Research Institute. 2021, 38(4): 150-154. https://doi.org/10.11988/ckyyb.20200838
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    Wire alignment transducer is mainly used for long-term horizontal displacement monitoring of hydraulic structures such as dams. At present, most of the wire alignment transducers adopt RS485 communication mode, which is unstable and error-prone. Field workers need to connect laptops and write communication instructions to collect instrument data, inconvenient to field installation and commissioning. The wire alignment transducer developed in this research adopts microprocessor and linear array CCD, hence is of high acquisition precision and no electrical drift. Bluetooth communication and mobile APP are used to solve the problems of field parameter configuration and real-time data collection. Moreover, CAN field-bus is used to ensure the reliability of network transmission. Moisture-proof shell and moisture removing measures guarantee the long-term continuous work in humid environment such as hydropower station.The developed wire alignment transducer overcomes many shortcomings of traditional transducer, and the established automatic acquisition system can provide technical support for the safe operation of dams and other projects.