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01 March 2020, Volume 37 Issue 3
    

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    SPECIAL CONTRIBUTION
  • CHEN Fei-yong, HOTTA T, LIU Bing
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 1-5. https://doi.org/10.11988/ckyyb.20190959
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    The hydrodynamic behavior of large turbid current in stratified reservoir is depicted through numerical calculation results, and the succeeding long-term turbidity is quantitatively analyzed. The large volume current with dense sediment flows towards the downstream along the bottom of reservoir, and the backwater after clashing dam contributes much to the mixing of turbid water with surroundings, causing prolonged turbidity in the reservoir. This mechanism implied possible treatments to reduce the volume of the turbid water. Numerical experiments indicate that successfully purging the turbid water by a low layer outlet, such as a selective withdrawal device, reduces the residual turbid water in reservoir by 88%. Further calculations demonstrate that changing the stratification condition or the outlet elevation in reservoir is conducive to controlling the behavior of sediment flow, hence alleviating the turbidity problem after flood.
  • RIVERLAKE SEDIMENTATION AND REGULATION
  • ZHANG Hui, YU Bang-yi, NI Jin, WANG Jiu-sheng
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 6-11. https://doi.org/10.11988/ckyyb.20181161
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    The trends of water and sediment, abrupt change point, and periodic features of mainstream Huaihe River in the recent 66 years were examined via cumulative anomaly, M-K test, R/S analysis and wavelet analysis. The observed water and sediment data during 1950-2015 at Wujiadu hydrological station, a typical station, was analyzed. The real causes of abrupt changes and change trends were researched in depth as well. In general, the annual runoff of mainstream Huaihe River did not undergo obvious increase or decrease; yet the incoming sediment displayed a remarkable declining trend until 2000, after which the incoming sediment tended to be stable. The fluctuation of incoming sediment experienced two stages from large to small incoming, with the abrupt change happening during 1980-1984. Such decrement trend will last in the near future. The causes of such decrement of incoming sediment lie in reservoir blocking, agricultural plantation, artificial sand mining, navigation channel regulation, and river channel dredging. What’s more, the first, second, and third dominant periods of runoff are 18 a, 8 a, and 2 a, respectively; and in the near future low flow will continue; on the other hand, sediment discharge remained declining in general, with the dominant periods of 7 a, 17 a, 25 a, and 2 a; sediment concentration will also remain small in the near future, with its dominant periods of 23 a and 6 a. The research findings offer theoretical basis for the water resource management and channel exploitation of Huaihe River Basin.
  • YANG Xu-hai, LI Yi-tian, LIU Cong-cong, LI Si-xuan, CHAI Yuan-fang, XIONG Hai-bin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 12-17. https://doi.org/10.11988/ckyyb.20181224
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    The operation of the Three Gorges Project (TGP) had changed the condition of discharge and sediment. Curved reaches in the Jingjiang River all witnessed erosion in convex bank and deposition in concave bank, detrimental to channel navigation. In order to study the evolution characteristics and influence factors of curved reach, we analyzed the evolution causes and estimated the future changes of Jingjiangmen reach of lower Jingjiang River as an example according to measured topographic data in recent 15 years after the impoundment of TGR via logic reasoning and statistical analysis. Results demonstrated that after the operation of TGP, the convex bank of Jingjiangmen reach showed a trend of continuous scouring year by year, and the position of scouring moved downwards continuously, which deteriorated the channel navigation condition. When the duration of bank-full discharge (20 000~25 000 m3/s) was longer than 15 days in a year, convex bank was scoured and moved backwards, while on the contrary, when the duration of bank-full discharge was shorter than 15 days of the year, the convex bank was silted. The annual variations of convex bank had a good corresponding relationship with sediment concentration, especially fine sand content (d<0.125 mm), synchronously increasing or decreasing. After the first phase implementation project of Jingjiang Reach in 2014, given the discharge and sediment conditions, convex bank wound continue scouring, giving rise to double-groove in dry season and more deteriorated navigation condition. In conclusion, changes in discharge and sediment conditions are the major causes of bend reach evolution. In years of long flood duration with small sediment discharge, Jingjiangmen reach would most likely experience navigation obstruction. These conclusions provide reference for the governance of meandering channels in lower Jingjiangmen reach.
  • WATER RESOURCES AND ENVIRONMENT
  • XING Ling-hang, HE Wei, ZHANG Jian, LIAN Ji-jian,MA Chao
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 18-25. https://doi.org/10.11988/ckyyb.20181279
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    Discharged low-temperature water in stratified reservoir in spring and summer brings about ecological and environmental problems to the downstream areas. Selective withdrawal is an effective method to mitigate this problem. As a new facility of selective withdrawal of water, temperature-control curtain has advantages of low cost, less head loss, flexible operation and convenient construction, and is of vital academic and practical significance to the construction and management of reservoir. Currently there has been some engineering application and research results concerning temperature-control curtain in the USA and Japan, while the research in China is still preliminary. In the USA, research focuses on top curtain with discharge below, while in Japan, mid-and-small-sized reservoirs are the research emphasis. In China, the demand for research in temperature-control curtain is huge. In view of this, we should work on the theory and technology for the construction, operation, and regulation of temperature-control curtain according to the characteristics of reservoirs in China, particularly, large-scale deep reservoirs. In this paper we summarize the present research and application of temperature-control curtain in stratified reservoir, analyze the research limitations, and give some advices on further research and application.
  • FENG Gui-zhen, YANG Yin, JIANG Li-wen
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 26-31. https://doi.org/10.11988/ckyyb.20181174
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    Natural organic matter (NOM) exists widely in multiple ground media. Ultrafiltration (UF) membrane has advantages of removing the colloidal substances, bacteria and viruses in water. Nevertheless, membrane fouling induced by NOM limits the broad application of UF technology. In this paper, the influence of NOM properties, inclusive of hydrophilic and hydrophobia performances, molecular weight, and surface charge performance, on membrane fouling is expounded based on introducing the sources, characteristics and removal techniques of NOM. Research progresses on the determining of dominant pollutant, the interpreting of organic pollutant types on membrane surface, the analysis of morphological characteristics of the fouling layer, and the characterization of microscopic interaction force are reviewed. Last but not the least, direction of research on the mechanism of UF membrane fouling is prospected. Research results can provide theoretical support for mitigation of NOM pollution on UF membranes.
  • LI Bo, WANG Xian-qing, PENG Xiong-wu
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 32-36. https://doi.org/10.11988/ckyyb.20181276
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    The exploitation of shale gas requires large amount of water for hydraulic fracturing on one hand, and easily pollutes groundwater on the other. Estimating the abundance of groundwater in shale gas exploitation area is of vital significance for the protection and utilization of groundwater. In this research, an assessment model for the water abundance of aquifer in karst region is built integrating multi-source information using Analytical Hierarchy Process (AHP). The influential factors of the model include unit water yield, permeability coefficient, coring rate, aquifer thickness, fault and fold distribution, and fault scale index. The weights of these factors are given, and semantic maps of these factors are acquired based on the information processing and spatial display functions of GIS technology. The zoning map of water abundance of aquifer can be obtained through fusion of the aforementioned semantic maps. GIS-based information fusion is effective in reflecting the nonlinear dynamics of aquifer’s water abundance which is controlled by multiple factors with complicated mechanism. The research method offers a reference for the groundwater utilization and protection in shale gas exploitation area.
  • FLOOD PREVENTION AND DISASTER REDUCTION
  • LIAO Li, ZHOU Xue-qin, ZOU Qiang, GAO Feng, JI Feng
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 37-44. https://doi.org/10.11988/ckyyb.20181271
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    The evaluation standard of flood disaster loss is difficult to determine due to its randomness, fuzziness and uncertainty. In this paper the internal distribution characteristics of historic flood sample set in Sichuan Province as a case study were extracted through fuzzy clustering iteration calculation using the weighted fuzzy kernel clustering algorithm (WFKCA). The boundary values between different flood loss levels were calculated as the reference standard in flood loss assessment. The evaluation indexes were selected specifically to make the assessment universal, and two kinds of standards (absolute value and relative value) of data set were discussed, respectively. In view that index weights are crucial to the assessment, a flexible coupling weighting method (FCWM) is proposed. Firstly, the fuzzy analytic hierarchy process (FAHP) algorithm was adopted to calculate the subjective judgment matrix for deducing the expert guidance range of each index weight; then the guidance range was applied to constrain the objective weight search range of WFKCA. The FCWM could get the optimized cluster effect as much as possible on the premise of meeting the subjective decision-making preferences. Experimental simulations show that the assessment standard calculated by FCWM is relatively reliable and valuable for the decision-making reference.
  • YANG Zhe-hao,WU Gang-feng,ZHANG Ke-feng, DONG Ping
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 45-50. https://doi.org/10.11988/ckyyb.20181235
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    Flood disasters occurred frequently in China and caused enormous damages to buildings and infrastructures due to its large impact forces. It is necessary to calculate the impact force accurately for the safety design of buildings. In this paper, a 2D numerical model based on finite volume method and central-upwind scheme is developed to calculate the impact force on structures due to dam-break flood. The model is also employed to simulate laboratory experiments of dam break flow and partial dam break flow, respectively. Simulation results demonstrate that the proposed 2D model is able to calculate the impact force of dam break flow on structures accurately. However, for partial dam break flow, the calculated result of impact force is somewhat smooth as the present model could not simulate the process of actual flow turbulence, yet with the peak impact force close to physical experiment results. Compared with 3D models, the present 2D model is simple and highly efficient with the simulation result according well with measured result.
  • DENG Jin-yun, LIU Cong-cong, GAO Hao-ran, MA Chen-yu, CUI Xin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 51-56. https://doi.org/10.11988/ckyyb.20181300
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    As important drainage systems, underground pipe networks and water systems directly determine the flood safety in cities. In this study, 1D and 2D hydrological-hydrodynamic coupled numerical models are applied to simulate urban rainstorm of the Central Optical Valley in Wuhan, China in different schemes of factor combinations, such as with or without pipe networks, water system and so on. The abatement effects of urban underground pipe networks and planned water system construction on urban flood disasters are quantified. Results demonstrate that: in the absence of mature drainage system in the Central Optical Valley, the waterlogging scope, flooded area and disaster loss reach the maximum; in the presence of drainage system, the abatement rates of flooded area and disaster loss reach 56.58% and 63.74%, respectively. Due to different scopes and action modes, the effect of separate construction of water system on regional drainage is smaller than that of separate construction of underground pipe network. Among different land use types, the disaster reduction effect of residential land is the most sensitive to the construction of urban drainage system. When the water level of downstream lake is high, the lake has a backwater jacking effect on the water system. Such influence on urban flood disaster is related to river longitudinal slope, river embankment elevation, linkage between underground pipe networks and river channel.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • ZHENG Xu-dong, CHEN Tian-wei, WANG Lei, DUAN Qing-da, GAN Ruo
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 57-63. https://doi.org/10.11988/ckyyb.20181146
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    The trend of actual dam deformation curve is easily covered up by noises in dam observation data. In this paper, a prediction method for dam deformation integrating ensemble empirical mode decomposition (EEMD), principal component analysis (PCA) and autoregressive integrated moving average (ARIMA) model is put forward. The mapping matrix is constructed by EEMD and PCA of the observed data, and then the sample matrix constructed by the original data is transformed by the mapping matrix to accomplish denoising; subsequently, the ARIMA model of the processed observation data is built and employed to predict and analyze the observed data of horizontal displacement of dam crest. The prediction result is compared with the measured data, ARIMA predicted data directly removed of high-frequency components, ARIMA predicted data, and BP neural network predicted data. Results suggest that the proposed method is effective for dam deformation prediction as it could better acquire the actual deformation curve.
  • HYDRAULICS
  • DING Ning, WANG Zi-cong, HUANG Ming-hai, JI Ru-xuan, WANG Si-ying
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 64-69. https://doi.org/10.11988/ckyyb.20181312
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    Observation experiment on fish swimming in a self-circulating water tank was performed to investigate the movement patterns of Crucian in flow channels with different widths and inflow velocities. The Crucians for experiment were 18-20 cm in length and 180-200 g in weight. The width of the flow channel was set to 7-60 cm and the range of inflow velocity was 0.1-0.6 m/s successively. High-speed photography was employed to record the swimming process of Crucian under different flow conditions. And then Image Pro and other analysis software were used to quantify parameters such as tail-beat frequency, amplitude and wave number of fish body. The equations of fish motion under various experimental conditions and the variation law of each parameter along with the inflow velocity and channel width were obtained. Results revealed that the oscillation frequency, amplitude of oscillation and body wave number of Crucian changed apparently with the variation of inflow velocity, but not evidently with the variation of channel width. In general, the motion frequency, amplitude and body wave number increased along with the increasing of incoming flow velocity. Current researches of fish movement mostly focus on the influence of flow velocity on frequency and amplitude or turbulence rather than on the influence of flow path width. The present research offers some background information and theoretical basis for the future researches, design and bionics application of fishway.
  • YE Wei-feng, HUANG Hua, ZHAN Jie-min, ZHANG Ao
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 70-77. https://doi.org/10.11988/ckyyb.20181284
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    The analytical solution to the wave diffraction of compound structure of a circular cylinder circumscribed arc-shaped breakwater is derived using the eigenfunction expansion approach based on the theory of small-amplitude wave diffraction. Accordingly, the wave loads on the structure and the diffracted wave free surfaces are calculated. The calculation evaluating results show that the circumscribed arc-shaped breakwater, compared with single cylinder, could obviously reduce the direct wave loads on cylinder and the wave runup around the surface of cylinder. The structure with solid or porous outer breakwater and porous inner cylinder could get good wave prevention effect. The variations of porous coefficient of structure, incident wave angle, outer breakwater central angle, outer breakwater radius and water depth ratio, water depth and wave length ratio have influence on diffracted wave effects.
  • ROCKSOIL ENGINEERING
  • LI Bo, YU Zhi-qiang, LI Mei, HU Yong
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 78-81. https://doi.org/10.11988/ckyyb.20181218
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    In the first-level terrace of the Yangtze River in Wuhan which is featured with typical dual-structure strata where the confined groundwater is connected with the Yangtze River and the Hanjiang River, the fluctuation of groundwater level would jeopardize foundation pit excavation, particularly when there is leakage point on the diaphragm wall. Assume that water or sand penetration is induced by groundwater level rising, the expansion of leakage point would threaten the stability of diaphragm wall or even give rise to ground settlement outside the wall. With a foundation pit excavation in Hankou, Wuhan, as a case study, we investigated the deformation and stability of foundation pit in the presence of leakage caused by groundwater level rising via centrifugal model test. In the presence of a weak point, when confined groundwater level rose above the leakage point, water and sand gradually penetrated, which further led to more significant settlement of the ground surface outside of the wall in a large scope. Such deformation differs from that induced by excavation. The research finding offers reference for the design and construction of foundation pits in the first-level terrace of the Yangtze River in Wuhan.
  • WANG Chuang-ye, CHANG Xin-ke, LIU Yi-lin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 82-89. https://doi.org/10.11988/ckyyb.20181047
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    In the aim of obtaining the criteria and precursor characteristics of critical rock fracture, uniaxial compression acoustic emission experiment was performed on granite to acquire the time and frequency domain signal information of acoustic emission during the whole process of rock deformation and rupture. According to the spectrum analysis theory, the dominant-frequency value of the waveform signal was extracted, and the parameters of time and frequency domain are combined to analyze the variation features and the identification information of rupture precursors. Results unveiled that the acoustic emission event rate alternated between high and low values before the high-stress stage, and between high and medium values after the high-stress stage; the cumulative number of events climbed rapidly with increasing load, but suddenly tended to be gentle at very high stresses. The energy rate and cumulative energy can be divided into two active periods and one slowly releasing period with the loading process. The dominant-frequency can be divided into five frequency bands of 1#-5#, therein the 2# frequency band corresponded to the main rupture mode of rock’s rupture process, the 3#, 4#, 5# frequency bands belonged to the high frequency band, and the 1# frequency band belongs to the low frequency band, with the high and low frequency bands respectively corresponding to the initiation of microcracks and the formation of large cracks by microcrack closure. The parameters of time-frequency domain in the acoustic emission are of good precursor recognition characteristics. The time response sequence of rupture precursor follows the order of dominant-frequency, event rate, energy rate and cumulative energy, and then cumulative number of events.
  • XU Peng, ZHOU Jian-bo, HUANG Jun, TANG Jin-zhou
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 90-95. https://doi.org/10.11988/ckyyb.20181214
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    The deformation characteristic, energy dissipation and damage evolution of marble during triaxial compression were studied via triaxial cyclic compression test. The axial strain of marble was separated into elastic strain and plastic strain. The axial elastic strain was in an approximate linear relation with axial stress, while the lateral elastic strain was in an evident nonlinear relation with axial stress. A nonlinear elastic constitutive relation between strain and the stress was proposed based on the assumption of changeable Poisson’s ratio, and on this basis the axial and lateral plastic strains during the whole loading process were identified. The damage variable D of marble was defined in line with the theory of equivalent strain, and accordingly, the damage evolution of marble during triaxial compressive deformation was acquired. The damage evolution was then divided into three stages according to the calculated damage values. Moreover, the elastic strain energy and dissipated energy in each loading-unloading cycle were calculated with finite simulate method. An obvious linear relation was found between the energy dissipation of rock quality unit and the damage increment ΔD, both of which could be used to describe the damage evolution during the whole loading process.
  • CHEN Long-qing, ZHANG Meng-xi, QIU Cheng-chun, WANG Dong
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 96-101. https://doi.org/10.11988/ckyyb.20181109
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    Sand-filled embankment with cover layer is an important embodiment of the green road concept. In order to investigate the ultimate bearing capacity characteristics, failure morphology and reinforcement behavior of sand-filled embankment under load, we designed a model of geogrid-reinforced sand-filled embankment, and modified US GCTS’s USTX-2000 dynamic and static triaxial loading device for loading tests on the model with varied reinforcement layer, reinforcement length, and cover thickness. According to the obtained results of ultimate bearing capacity, normal cumulative deformation and displacement change of the embankment slope and cover layer, we concluded that the geogrid reinforcement could significantly improve the ultimate bearing capacity of the sand-filled embankment and reduce the normal cumulative deformation on the right and middle side of the embankment cover as well as on the top and middle of the slope; so does increasing the cover thickness. The sliding surface of unreinforced embankment was a broken line in the embankment and did not invade the foundation through the slope toe; and the maximum displacement occurred at the boundary between the clay and the sand core at the top of the slope. Geogrid reinforcement and increasing the thickness of the cover layer soil could make the sliding surface and the maximum displacement move towards the interior of the embankment without changing the shape.
  • FAN Shui-long
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 102-107. https://doi.org/10.11988/ckyyb.20190037
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    Fractal dimension is a quantitative description of mesoscopic features of rock, such as fracture, fragmentation and damage; the meso-structure of rock often has a great impact on the macro-strength characteristics. In this paper, the effect of wet-dry cycles on the meso-scale characteristics of altered granite was investigated. First of all, the meso-scale images of altered granite undergone different dry-wet cycles were obtained through SEM test; the fractal dimension of each rock sample was calculated by box dimension method, and the equation of meso-damage evolution based on fractal dimension was established. Secondly, the mechanical properties of altered granite undergone different dry-wet cycles were acquired by uniaxial compressive strength and tensile strength tests in laboratory. Based on the experimental data, the relations between the number of dry-wet cycles and the strength and elastic parameters of rocks, and the relations between fractal dimension and strength and elastic parameters were obtained respectively. Results showed that the increase of the number of dry-wet cycles of rocks led to the decrease of tensile strength, uniaxial compressive strength and modulus of elasticity in macro-scale, and the increase of fractal dimension at mesoscopic level. Poisson’s ratio was not affected. Fractal dimension quantifies the meso-characteristics of rocks and establishes a meso-and-macro-relationship, which can be used as an indicator of measuring the strength characteristics of altered granite.
  • MIN Ming,ZHANG Qiang,JIANG Bin-song,LI Quan-xin,WANG Jun-peng
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 108-113. https://doi.org/10.11988/ckyyb.20181195
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    In an attempt to obtain the acoustic emission characteristics of rock in the whole process of tensile test under real-time high temperature, Brazil splitting test was performed on Beishan granite using MTS810 electro-hydraulic servo test system. The variations of macro-and-microscopic failure characteristics, load-displacement curves, tensile strength, and acoustic emission(AE) characteristics with temperature(T) of Beishan granite under different temperatures (25-1 000 ℃) were compared and analyzed. With the climbing of temperature, an increasing number of cracks are found in Beishan granite. The crack aperture of intergranular cracks increased gradually, and obvious transgranular cracks are observed at T > 400 ℃, with the failure mode transforming from brittle tensile failure to ductile fracture, displaying a Y-shape. The shape of load-displacement curve varied from concave to convex. The tensile strength of Beishan granite under real-time high temperature declined in general, but this deterioration trend with temperature was evidently staged. Before peak load, AE event was quiet, which, nevertheless, became more active with the rising of temperature, and meanwhile the peak ring count rate decreased gradually.
  • ZHANG Xing-an, ZENG Guo-hong, DANG Jian-tao, GUO Xi-feng
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 114-117. https://doi.org/10.11988/ckyyb.20191000
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    The foundation rock mass of Sanhekou Reservoir’s arch dam was investigated according to borehole deformation tests and sonic wave tests in the geological drilling at prospecting stage. These tests revealed the deformation characteristics of foundation rock mass and obtained the correlation between borehole deformation modulus and sonic velocity. The standard for selecting the foundation excavation surface according to the drilling quick test was obtained. The elevation of foundation’s excavation surface was optimized from 501 m to 504.5 m. The rationality of this optimization scheme was verified by dam foundation excavation and deformation monitoring.
  • ZHANG Lan-hui, WANG Shi-mei, JIANG Ming, LIU Fan
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 118-124. https://doi.org/10.11988/ckyyb.20181301
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    The damage of many geotechnical buildings is closely related with the tensile strength of soil, which is a crucial mechanic indicator of soil. Nevertheless, compared with shear strength and compressive strength, tensile strength still lacks mature test instruments and theories. In this study, tensile strength tests were conducted on sandy clayey soil specimens with varied dry density, saturation degree, and sand content using self-made test equipment. The influences of these factors on the results of tensile strength were examined. The self-made instruments include a horizontal extensograph which reads data automatically, and a universal superimposed saturator which meets the requirements of specimens of special shapes. Results revealed that with the rising of dry density, tensile strength increased linearly; but with the rising of saturation degree, tensile strength increased and then declined, and reached peak at saturation degree of 60%; with the augment of sand content, tensile strength reduced slowly at first, and such reduction intensified when sand content reached 20%, and then tensile strength approached zero when sand content exceeded 40%. On this basis, the functional relations of tensile strength against the influential factors were established. The research findings offer reference for determining the tensile strength of sandy clayey soil in practical engineering.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • LI Yang, JIANG Ke, HUANG Ming-hui, ZHANG Zhen-zhong, WANG Shu-yin, HE Zhen
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 125-130. https://doi.org/10.11988/ckyyb.20181116
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    The influence of type of alkali on the drying shrinkage and autogenous shrinkage of low-heat cement was investigated in this paper. By adding different dosages of Na2SO4 (Na alkali) and K2SO4 (K alkali), the total alkali content of low-heat cement was increased to 0.8%, 1.2%, and 1.6% respectively. The mechanism of different types of alkali in varied content affecting the shrinkage performance of low-heat cement was examined in terms of hydrokinetics and pore structure. Results illustrated that alkali could promote the drying shrinkage and autogenous shrinkage of low-heat cement, and such promotion should not be neglected. This effect on autogenous shrinkage required less time than that on drying shrinkage did. Besides, alkali in the form of K2SO4 was more likely to promote the drying shrinkage and autogenous shrinkage of low-heat cement. What’s more, alkali could promote the crystal nucleation and crystal growth stage of low-heat cement that led to the refinement of pore structure and the increment of pore distribution related to shrinkage properties. Such refinement and increment were more apparent when alkali existed in the form of K2SO4. The research finding offers data support for improving the durability of concrete.
  • INFORMATION TECHNOLOGY APPLICATION
  • LI Cui-man, XU Gui-lin, LU Yuan
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 131-136. https://doi.org/10.11988/ckyyb.20180422
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    Most researches on collapse gully,a frequent natural disaster in south China,focus on qualitative analysis rather than quantitative risk assessment and prediction. With southeast Guangxi Province as the study area,we established a susceptibility prediction model for collapse gully using Logistics model with 80% of the acquired collapse gully based upon RS and GIS images as training sample. We selected seven indicators inclusive of elevation,slope gradient,aspect,soil,geology,land use,and vegetation coverage,and calculated the weight of each index. Furthermore,we assessed the model’s fitting degree using ROC curve,and took 20% of the total collapse gully for model verification. Results showed that the AUC(area under curve) value of the model was 0.718,implying good prediction accuracy. Geology is the key factor of erosion,followed by elevation and slope aspect. Extremely susceptible,highly susceptible,and moderately susceptible areas accounted for 10.17%,19.30% and 26.49%,respectively of the total area. The zoning map of collapse gully accorded with the actual distribution of collapse. Results demonstrated that Logistic model is applicable to assess the key influencing factors and susceptibility of regional collapse gully.
  • LU Yan-xin, LI Yong-feng, XIN Ming-quan, LI Xiao-ning, LIU Shu-bo
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 137-143. https://doi.org/10.11988/ckyyb.20181201
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    The demand for real-time recommendation of water information is growing stronger with the deepening of water conservancy informatization in China. Since the data of water is highly time-sensitive, recommendation system is required to provide real-time recommendation services. User-based collaborative filtering and item-based collaborative filtering (ItemCF) are two commonly used algorithms in the recommendation field. Both, however, are offline algorithms in nature and cannot meet the requirement of real-time distribution of water information. In this paper, a real-time recommendation algorithm for water regime information distribution based on Long-Short-Term Memory (LSTM) is proposed and optimized to ensure the accuracy of water information recommendation while ensuring the real-time recommendation.
  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES
  • HAN Xiao-yu, LIU Yuan-kun, YIN Jian-min, ZHANG Xin-hui, FU Ping, XU Chun-min
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 144-149. https://doi.org/10.11988/ckyyb.20181203
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    The epoxy resin and glue layer of hollow inclusion cell in CSIRO test participate in the transmission of stress and deformation. The regularity results can be used to improve the properties of medium layer or to improve measurement accuracy. In this paper, a calibration procedure of numerical simulation of physical model test is presented. In association with the quantitative expression of geo-stress measurement accuracy, a suitable mathematical model is established. The influence parameters of hollow inclusion’s medium layer on deformation of strain gauge and measurement accuracy is obtained. Results reveal that in the model with single medium, the deformation of axial strain gauge is very small, and the deformations of other strain gauges increase with the rising of elastic modulus (E) or with the declining of Poisson’s ratio (μ) of the medium layer, and vice versa. The variation of E or μ poses an influence smaller than 0.5% on measurement accuracy. On the other hand in the model with double media, when E and μ of glue layer change to be the same with those of rock, the deformation of axial strain gauge increases slightly, while the deformations of other strain gauges continue to reduce, with the value of magnitude-error dropping markedly and angle error rising slightly. The technical transformation of such regularity can be used to improve the measurement accuracy of hollow inclusions.
  • LI Bin, GUO Liang, LIU Shuang-hua, ZHAN Cheng-yuan, WANG Lu
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 150-154. https://doi.org/10.11988/ckyyb.20181225
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    Largely applied for the toe plate of Fengning pumped storage power station, curtain grouting easily brings about deformation to the toe plate under excessive pressure. Such uplift deformation of the toe plate requires consecutive monitoring for 24 hours a day. Nevertheless, current devices for uplift monitoring costs 8 hours to be fully charged, while only works uninterruptedly for 3-4 hours. In view of this, the working mode of the device was adjusted through micro-control according to the variation of monitoring value, and fast charging was designed by adjusting the charging current using PWM. The charging time was reduced to 1.8 hours, whereas the consecutive working time of the device elongated to be 134 hours, and meanwhile the average working current was reduced, remarkably enhancing the monitoring efficiency.
  • THE TENTH NATIONAL YOUTH CONFERENCE ON GEOMECHANICS ANDGEOTECHNICAL ENGINEERING
  • ZHANG Shi-bin, LI Rong-jian, WANG Lei, XIAO Hui-ping, LIU Jun-ding, ZHU Cai-hui
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 155-161. https://doi.org/10.11988/ckyyb.20191161
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    Time domain reflectometry (TDR) has been widely used in geotechnical engineering field as a reliable method to measure the volumetric water content of soils. In this study, TDR measuring of moisture content was calibrated. Loess samples from Yan’an New Area and Wuqi County were selected for test. The test error in the TDR measurement was analyzed, and the effects of dry density and plasticity index of loess on the calibration of TDR test were discussed. Results revealed large error of measurement before the TDR moisture sensors were calibrated. Given the same mass moisture content, the volumetric water content of loess measured by TDR moisture sensor was in a linear growth relation with dry density. For loess samples from Yan’an New Area with a plasticity index less than 10, the volumetric moisture content (θv) measured by TDR moisture sensor was greater than that (θw) measured by drying method, and the results were all below the contour line (θw=θv). For loess samples from Wuqi County with a plasticity index between 10 and 17, when the mass moisture content w was smaller than 12%, θv was greater than θw, and the test results were below the contour line (θw=θv); on the contrary when w was larger than 12%, θv was smaller than θw, and the test results were above the contour line (θw=θv). By comparing and analyzing the relations between θw and θv, a modified formula for TDR moisture measuring results was established. The research results offer reference for the application of TDR to measuring moisture content of loess in the loess area of north Shaanxi Province.
  • LIU Shuo,WANG Han-xun,ZHANG Bin,XU Neng-xiong,HU Zhen-fa
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 162-169. https://doi.org/10.11988/ckyyb.20191131
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    Estimating the stability of anhydrite cavern group or goaf areas exactly is of great significance for guaranteeing the production safety of anhydrite mine and the treatment of goaf area. With an anhydrite mine located in Feicheng, Shandong Province as an engineering example, the stability of anhydrite rock was estimated based on generalized Hoek-Brown criterion. First of all, the physical and mechanical parameters of anhydrite was obtained through laboratory test. In association with field investigation and lab tests, the strength of anhydrite rock mass was calculated based on the generalized Hoek-Brown failure criterion and geological strength index (GSI). Subsequently, the global stability of anhydrite cavern group was assessed by the numerical model built in FLAC3D5.0, while the local stability of anhydrite cavern group was estimated as well using element safety factor method (ESFM). Results indicated that the plastic zone of rock mass connected largely, and the pillars between caverns mainly broke. The element safety factor of pillars was between 0.9 and 1.1, implying poor stability status or even instability status. The global and local stability of the studied anhydrite cavern group were extremely inferior. Hence, the mining method should be optimized,or necessary supporting measures should be adopted to guarantee the production safety.
  • ZHANG Yao-dan, CHEN Jun, SHI Peng-chao, CHEN Tai-xu, YANG Heng, YANG Yong-yu
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 170-177. https://doi.org/10.11988/ckyyb.20190971
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    The effect of alkali solution reinforcing red clay was investigated in this paper in the aim of improving its mechanical strength. Temperature, dry density of red clay, and reinforcement method were set varied in the test. The mechanical properties of red clay treated with alkali under different stress paths were examined using a stress-strain controlled triaxial apparatus. Results demonstrated that the mechanical strength of alkali-treated red clay increased with the rising of curing temperature. At optimal temperature, the unconfined compressive strength increased by 90.2%; and given optimal dry density, the alkali-treated red clay sample witnessed a peak mechanical strength of 162.1 kPa. The reinforcement effect reached the optimum when alkali solution was blended into red clay. Moreover, triaxial shear test under different stress paths unveiled that the shear strength of alkali-treated red clay increased under the following three conditions: CTC (Conventional Triaxial Test which simulates the loading process with mean principal stress rising), RTC (Triaxial Test which simulates lateral unloading process with mean principal stress reducing), and TC (Triaxial Test which simulates lateral unloading and axial loading in the meantime with mean principal stress unchanged). The c value of red clay under effective stress path increased by 77.84% and 20.36% under CTC and RTC, respectively, and the value of φ changed little, whereas under the TC path, the c value remained basically unchanged, and the value of φ increased by 20.51%. The research results are of practical significance for the reinforcement of red clay foundation or foundation pit support design.
  • LIU Jun-ding, LI Rong-jian, WANG Lei, SUN Ping, ZHANG Shi-bin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 178-182. https://doi.org/10.11988/ckyyb.20191136
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    The aim of this study is to obtain a more accurate soil-water characteristic curve (SWCC). First of all, major influential factors in the process of measuring matric suction by pressure plate are analyzed. Air dissolution in water is identified to have influence on the test result, which should be taken into consideration in measuring the SWCC. According to the solubility of air in water, the volume of dissolved air in water in the drainage channel is determined, and the measured value of bubble volume at the bottom of clay plate is corrected. On the basis of this corrected bubble volume, a correction formula for the volumetric water content in soil sample is proposed to acquire a more reasonable SWCC.