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01 March 2022, Volume 39 Issue 3
    

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  • Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 0-0.
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  • SPECIAL CONTRIBUTION
  • XU Yong-xin, QI Ji-hong
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 1-7. https://doi.org/10.11988/ckyyb.20210263
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    The differences in water resource applications between major countries of Africa and China were shown by analyzing big data in the past five centuries, with focus on macroscopic discussion on issues of China's water resources environmental protection. China's urbanization leaped forward since the reform and opening up four decades ago, and correspondingly China has been attaching ever-increasing importance on ecological environment. In recent years, China has intensified its efforts in ecological protection by taking measures and researching methods of water pollution control, such as external pollution interception, internal pollution controlling, water purification, ecological restoration and flowing water circulation. Such efforts are constructive, though they are prone to degenerate into universal dogmatism, or even cause severe problems especially when little regard is given to regional and target features. The case of Chongqing implementing its “clear water and green banks” project and “two rivers and four banks” project is discussed in this paper. Water environment ecological protection should target at water resources quality and its objectives rather than merely meeting standards of water quality of a given class at monitoring points. In water environment protection and ecological restoration, hierarchical management by different classes of water resources quality objectives needs to be set for different levels of watersheds.
  • RIVER-LAKE PROTECTION AND REGUI ATION
  • LIU Yi-lun, LI Zhi-wei, TAN Lan, CHEN Bang, WANG Zan-cheng, JIANG Ying-hao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 8-12. https://doi.org/10.11988/ckyyb.20201200
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    Chute cutoff in Xiongjiazhou reach in the tail of lower Jingjiang River occurred in 1950 and gave rise to a new cutoff channel, resulting in the adjustment of downstream hydrodynamic condition in the Qigongling Bend, which further aggravated bank collapse and weakened channel stability. Based on hydrological data and channel topography, a two-dimensional hydrodynamic model of the Xiongjiazhou reach (Jianli-Luoshan) was constructed using MIKE21 to simulate the influence of the cutoff channel development on the hydrodynamic adjustment under different discharges and branch sizes. Results manifested that widening the branch leads to the increasing of flow diversion, and the flow dynamic axis deflected along the concave bank of Qigongling Bend. Given that the branch size enlarged, the outflow of the diversion flow was roughly perpendicular to the upstream bank at the neck of Qigongling Bend, which aggravated bank collapse of the unprotected river bank on the upstream side. The result was confirmed by in situ field observation.
  • WATER RESOURCES
  • LIU Yu-ting, XU Ji-jun, YAO Li-qiang, TIAN Tian, YUAN Zhe
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 13-20. https://doi.org/10.11988/ckyyb.20201282
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    Based on the monthly temperature and precipitation data in the upstream of the Yangtze River from 1980 to 2019, we revealed the spatial and temporal distribution characteristics and variation rules of meteorological and hydrological elements in the upstream of Yangtze River in the past four decades via unary linear regression, F trend test, water balance analysis, centroid identification and other methods. Results unveiled that: 1) The average annual temperature, average annual precipitation, and average annual evaporation in the upstream of Yangtze River showed a trend of gradual decline from the southeast to the northwest, and the average annual soil water storage variation differed greatly spatially. 2) Temperature in the upstream of Yangtze River climbed remarkably from 1980 to 2019, with a change rate of 0.39 ℃/(10 a). Annual precipitation as a whole changed rarely, and the increased area was mainly located above Shigu station of Jinsha River. The inclination rate of annual evaporation in upstream Yangtze River was 6.08 mm/(10 a), of which the upper and lower reaches of Shigu station of Jinsha River, Jialing River basin, and Minjiang-Tuojiang River basin witnessed obvious growth trend. Average annual soil water storage variation decreased slightly as a whole, with a change rate of -6.14 mm/(10 a). 3) The longitude and latitude inclination rate of temperature centroid in upstream Yangtze River was -0.03°/(10 a) and 0.01°/(10 a), respectively, and those of evaporation centroid was -0.04°/(10 a) and 0.02°/(10 a), respectively. The longitude inclination rate of the centroid of precipitation and water storage variation was -0.06°/(10 a) and -0.01°/(10 a), respectively. The spatial centroid of all meteorological and hydrological elements showed a trend of moving towards the northwest, which implied that the air temperature, precipitation, evaporation, and water storage all increased in the northwest from the perspective of spatial distribution.
  • LI Shuai, DU Tao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 21-26. https://doi.org/10.11988/ckyyb.20201134
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    To simulate annual streamflow accurately, a set of annual streamflow simulation methods were designed based on the structures of four monthly water balance models, namely, the abcd model, Thornthwaite's Water Balance Model (TWBM), Vandewiele's Water Balance Model (VWBM), and Dynamic Water Balance Model (DWBM). The main design ideas are described as follows: the accumulated observed precipitation and potential evapotranspiration in L-month (i.e., the divisor of 12) were taken as inputs, the accumulated runoff of the corresponding length of time was firstly simulated by using the selected monthly model, and the annual streamflow was subsequently calculated by the sum of the corresponding simulated runoff at different time intervals (i.e., 12/L), respectively. The developed methods were applied to 200 MOPEX (Model Parameter Estimation Experiment) catchments, and results manifest that the annual streamflow simulation methods based on all four models could obtain good performances for annual runoff simulations in most MOPEX catchments, and the abcd model outperformed the other three models. With the increase of L, the accuracy of annual streamflow simulation methods based on all four models decreased, and the stability of DWBM model outperformed the other three models. The research findings offer a new idea of thinking for studying hydrological processes and laws at the long hydrological time-scale.
  • JIA Shi-qi, ZHANG Xin, PENG Hui, HUANG Ya-jie
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 27-32. https://doi.org/10.11988/ckyyb.20201092
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    With population growth and economic development, the pressure on natural environment has increased significantly, and water, which is closely related to human survival, bears the brunt. It is of great significance to evaluate water, a natural resource that human beings depend on for survival. According to the hydrological and socio-economic development data of Hubei Province from 2005 to 2018, we analyzed the interannual changes of ecological footprint of water resources, ecological carrying capacity, ecological surplus/deficit, water resource load index and ecological footprint of 10,000 yuan GDP in Hubei Province using the ecological footprint method. We also discussed the spatial distribution characteristics of water ecological footprint in Hubei Province in three typical years (high flow, flat and low flow years). Results demonstrated that the ecological footprint of water resources in Hubei Province had been on the rise from 2005 to 2018; the ecological carrying capacity of water resources displayed large interannual change rather than significant increase or decrease trend; ecological surplus was observed from 2005 to 2018; the water resource load index presented large inter-annual change; the ecological footprint of 10,000 yuan GDP showed a downward trend year by year. In spatial scale, the water resource load index was high in Wuhan, Xiangyang, and Xiaogan, but low in Enshi, Xianning, and Shennongjia, implying that despite abundant water resources which could afford sustainable development, the distribution among regions was uneven, posing large pressure on industrial cities.
  • BAI Yun, CHEN Guo-qiang
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 33-37. https://doi.org/10.11988/ckyyb.20201191
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    In view of the non-stationarity and complexity of coupling features of daily water supply time series, a random forest model based on scale feature fusion (SF-RF) was constructed by incorporating wavelet decomposition technique and random forest model. Firstly, the raw time series with a single scale was decomposed into multi-scale subsequences with both low and high frequencies using discrete wavelet transformation. Secondly, the multi-scale feature in each subsequence was simulated using the random forest model. Finally, the predicted value was obtained by linear fusion using the sub-results in each scale. Features in the highest frequency scale did not participate in the forecast. Compared with single RF model, feed-forward neural network (FFNN) and fusion model SF-FFNN, the proposed SF-RF model has the highest correlation coefficient 0.913 and the lowest normalized root mean square error 0.056, indicating that the proposed model has the highest forecasting accuracy and can be utilized for daily water supply forecasting.
  • WATER ENVIRONMENT AND WATER ECOI OGY
  • YU Yang, TANG Xian-qiang, WANG Dan-yang, LI Rui
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 38-46. https://doi.org/10.11988/ckyyb.20201288
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    With the promotion of “Great Protection of the Yangtze River”, the growth status of plankton in the Yangtze River water body has become an increasingly hot topic. Silicon, as one of the six source elements, is one of the factors that affect the growth and reproduction of plankton, and plays a vital role in the structure and stability of watershed ecosystem. In this paper, the morphological classification of silicon in rivers is introduced at first, and the significance of researching different forms of silicon is discussed. Subsequently, recent research findings in China and abroad are summarized, including the spatial and temporal distribution patterns of silicon concentration in Yangtze River Basin, and the factors which might affect silicon concentration distribution in rivers, reservoirs, and estuaries. In addition, the causes for the differences in silicon content between the Yangtze River and other rivers are compared and examined, the shortcomings of current researches are analyzed, and future research fields are prospected. The present research offers ideas and suggestions for corresponding research on the influence of silicon on the growth of plankton in the Yangtze River Basin.
  • LONG Meng, WANG Zhen-hua, LI Qing-yun, LI Guan-ya, CHEN Hao, HU Yan-ping, ZHU Yin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 47-53. https://doi.org/10.11988/ckyyb.20201080
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    Carbon fiber as a biofilm carrier has denitrification ability yet with long biofilm formation period and inferior initial water purification capacity. To improve the film-forming and denitrification performance of carbon fiber, nitrogen-removing bacteria was adopted to strengthen the film-forming effect of carbon fiber. The strengthening effect of nitrogen removal agent on carbon fiber supported microbial membrane was explored, and the denitrification performance of carbon fiber undergone film-forming was also examined. Results unveiled that the film-forming performance of carbon fiber could be significantly enhanced by nitrogen-removing bacteria. The microbial biomass and carbon source metabolic activity of microorganisms of carbon fibers in the enhanced membrane group were significantly higher than those in the natural membrane group, with the peak value of microbial biomass of the enhanced membrane group 10.3 times that in the natural membrane group, and carbon source metabolic activity of microorganisms 3.5 times that in the natural membrane group. Moreover, the nitrogen removal efficiency of strengthened carbon fiber was significantly improved, with the reduction rates of total nitrogen and ammonia nitrogen of strengthened membrane carbon fiber group increasing by 8.0% and 14.1%, respectively, compared with the natural membrane carbon fiber group. The research findings offer scientific basis and technical support for applying artificially strengthened carbon fiber to eutrophication treatment.
  • SU Yan-peng, LI Qiao, TAO Hong-fei, HE Yu-jiang, LI Xian-wen, AIHEMAITI Mahemujiang
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 54-59. https://doi.org/10.11988/ckyyb.20201188
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    Kuitun River Basin in Xinjiang is the first endemic arsenic poisoned area in mainland China. The causes of excessive arsenic in the groundwater in Kuitun River Basin have not been clarified due to human activities and natural conditions. In the present research, we analyzed the main and trace element components in 51 groups of surface water and groundwater samples collected in 2017, as well as the particle size and chemical composition of 44 groups of sediment samples from two boreholes in typical high arsenic content area in 2019. Results unveiled that the concentration of arsenic in groundwater of Kuitun River Basin ranged from 10-887 μg/L, averaging 55.8 μg/L, and in sediment reaching 28.41 mg/kg to the maximum, which exceeded the standard (10 μg/L) largely. Siderite, calcium arsenate, manganese arsenate and other minerals distributed in the surrounding mountainous areas provided material sources for the excessive arsenic concentration in groundwater; strong evaporation and rock weathering further aggravated the arsenic concentration in groundwater; high pH and low Eh values of groundwater caused arsenate to desorb from the mineral surface and accumulate in groundwater. The reduction process of Fe/Mn oxide minerals in sediments and clay minerals released the coexisting arsenic, which is also the reason why arsenic in groundwater exceeded standard.
  • WATER-SOIL CONSERVATION AND ECOLOGICAL RESTORATION
  • SUN Xiao-lu, YU Cong-rong, SUN Yu-feng
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 60-66. https://doi.org/10.11988/ckyyb.20201250
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    When surface flow passes through vegetative filter strips (VFS), the stems and branches of plant will convert the kinetic energy of water flow into turbulent flow energy, change the hydraulic characteristics of the surface flow, and then affect the migration of colloidal particles. The aim of this research is to explore the effect of surface slope flow with different hydraulic characteristics on the migration and removal mechanism of colloid in VFS, and furthermore to provide a theoretical basis for the design of VFS in removing colloidal pollutants. The migration process of colloids in VFS with different Reynolds numbers was observed via indoor experiment, and a numerical model of simulating the colloid migration was constructed by coupling the water balance equation and the colloid migration equation. Results manifested that, as the Reynolds number increased, the flow state complicated, the regularity attenuated, and the colloidal deposition and adsorption process strengthened. Given the same hydraulic characteristics, the particle of colloid in unfavorable adsorption state expanded and the surface potential decreased along the way, which weakened the diffusion capacity and deposition adsorption capacity. However, as the Reynolds number increased, the removal efficiency of colloids by VFS declined due to the increase in flow velocity under soil saturation and the decrease of the diffusion process of colloids into the soil.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • XU Cong, WANG Shao-wei, LIU Yi, SUI Xu-peng
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 67-72. https://doi.org/10.11988/ckyyb.20201229
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    A displacement monitoring model should well interpret and predict the deformation behavior of arch dam. HHST model could explain the viscoelastic hysteretic deformation behavior of Jinping-I arch dam. To further improve the prediction accuracy of the HHST model, the nonlinear relationship between the finite element method (FEM)-calculated viscoelastic hysteretic displacement of arch dam and its causal factors is modeled by the support vector machine (SVM) and is used as a whole variable in the HHST model. In subsequence, a combinatorial monitoring model is established for the displacement of arch dam based on multiple linear regression (MLR). Case study of the Jinping-I arch dam shows that the prediction accuracy of the combinatorial monitoring model, which has a reduced number of input factors, is significantly higher than that of simple models directly established with all the 18 causal factors of the HHST model. SVM has a better prediction accuracy for the hysteretic hydraulic displacement than that of constrained least square method-based linear regression model. The two combined monitoring models, respectively using the SVM and linear regression-based hysteretic hydraulic displacement component, have similar interpretation ability for the measured deformation behavior of arch dams, while the former can effectively improve the prediction accuracy of dam displacement, with the average mean square error(MSE) of multiple monitoring points dropping by 21.67% and the average determination coefficient R2 rising by 0.07%.
  • HYDRAULICS
  • CHEN Shan-qun, ZHANG Long-zhu, LIAO Bin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 73-79. https://doi.org/10.11988/ckyyb.20201234
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    In the purpose of revealing the mechanism of motions and wave forces of floating rectangle boxes driven by waves, a numerical mode based on the Smoothed Particle Hydrodynamics (SPH) method was developed. The motions and wave forces of a single floating rectangle box under different Keulegan-Carpenter (KC) numbers were systematically studied, and the motions of two floating rectangle boxes under different spacings (δ) between floating bodies were also examined. It was found that the surge, heave and pitch motions of the single floating rectangle box all intensified with the growth of KC number, and the corresponding wave forces also strengthened. As δ increased, the surge motion of the upstream floating box (floating box I) gradually approached that of the single floating box, while the heave and pitch motions were approximately unaffected. Moreover, the surge motion of the downstream floating box (floating box II) strengthened apparently, the pitch motion showed a tendency of gradual decline, whereas the heave motion was still approximately unaffected.
  • JI Guo-liang, ZHOU Man, LIU Tao, HU Teng-teng, DING Yong
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 80-85. https://doi.org/10.11988/ckyyb.20201266
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    The prediction of water level for important stations of large reservoirs is an essential issue in flood control. At present, hydrodynamics method is mainly used to calculate the water level. However, due to the high accuracy requirements of input boundary conditions, which is difficult to meet under real-time dispatching, the calculation error is likely to be large. In view of this, we present a recurrent neural network model to mine the knowledge from historical data of reservoir operation and to learn the mapping relationship between inlet flow (including main stream and tributaries) and the water level from in front of the dam to the target station. This method does not use terrain data to avoid the effect of systematic error, thereby reducing the requirement for input boundary accuracy on one hand and improve prediction accuracy on the other. In the experimental part, we compute the water level of Changshou Station of Three Gorges Reservoir. The data sets (including training, validation and test sets) consist of the operation data from 2009 to 2019. When the water level is close to the land requisition line, the prediction error is within±0.4 m, which is better than the result of water dynamic model. Therefore, the proposed method can meet the accuracy requirement of the real-time scheduling of water level.
  • ROCK-SOIL ENGINEERING
  • WANG Xiao-wei, ZHU Jie-bing, RUAN Huai-ning, CHENG Wei-jian, LI Jia-bin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 86-91. https://doi.org/10.11988/ckyyb.20201168
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    Prestressed rock bolt plays a crucial role in geotechnical anchoring engineering thanks to its excellent stability and huge economic benefits. The long-term performance of prestressed rock bolt, however, has been degrading due to the aggressive corrosion environment of surrounding rock and soil. To investigate into the corrosion mechanism of prestressed rock bolts in simulated geotechnical environments, we examined the time-varying behaviors of corrosion damage of prestressed rock bolts under weak acid and oxygen-ventilated conditions based on electrochemical impedance spectrum and electrochemical polarization curve via indoor accelerated corrosion test, and further analyzed the relationship between anchoring force and corrosion rate of prestressed rock bolts. Results revealed no evident passivation of prestressed rock bolts during the experiment. In pre-immersion stage with no oxygen, the electrochemical impedance spectrum of prestressed rock bolt was a large tolerance arc; controlled by charge transfer, the corrosion of prestressed rock bolt was not obvious, and the impedance decreased gradually with time. With oxygen ventilated at low rate, the corrosion of prestressed rock bolt was controlled by both charge transfer and diffusion process; at high-rate of oxygen ventilation, corrosion was controlled merely by diffusion process and appeared earlier with the growth of oxygen flow rate. In conclusion, the corrosion resistance of prestressed rock bolt did not always attenuate with the increase of oxygen flow rate, and the correlation between loss of anchoring force and corrosion rate was weak in the present test.
  • SU Yan-jun
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 92-97. https://doi.org/10.11988/ckyyb.20201302
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    To accurately describe the whole process of creep deformation and failure of rock, a comprehensive and concise creep constitutive model is established by introducing continuous damage and fractional calculus theory. First of all, damage variable is defined according to the energy damage mode, and the elastic body in consideration of aging damage is constructed based on the attenuation law of elastic modulus with time, and the feasibility of the damage evolution mode is verified. The fractional order software components with nonlinear characteristics are constructe based on the Riemann-Liouville type fractional calculus operator theory, and the viscoelastic strain of rock is described with the aforementioned software components as a fractional viscous body. On such basis, the fractional order viscoplastic body in consideration of aging damage is obtained via damage evolution. Hence, a new fractional creep constitutive model in consideration of aging damage is established. The parameter analysis method is given, and the rationality and superiority of the model are verified by the creep data of argillaceous slate. Moreover, the damage development process is analyzed to determine the sensitivity of the model parameters, and the applicability of the model is verified by creep test data of red sandstone and phyllite. The research results offer reference for identifying the whole creep process and the long-term stability of rock mass.
  • LI Ge-ye, XU Chao, SHEN Pan-pan, ZHANG Xing-ya, LUO Min-min
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 98-103. https://doi.org/10.11988/ckyyb.20201042
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    In practical engineering, soil arching effect is inevitably affected by cyclic loading. To investigate the effects of internal friction angle, cyclic loading amplitudes, and cyclic loading frequencies on soil arching, a discrete element model was set up based on Trapdoor model tests by PFC2D in this paper. The validity of the discrete element model was verified by comparison between the discrete element results and experimental data of stress and deformation. Furthermore, a degradation parameter α of soil arching was defined to quantify the degradation of soil arching. Results manifested that soil arching did degrade under localized cyclic loading. With the expansion of internal friction angle, the degradation parameter α gradually declined, indicating an attenuation in the degradation of soil arching. In the meantime, the degradation parameter α increased with the growth of cyclic loading amplitudes and frequencies, respectively, implying that the degradation of soil arching intensified.
  • LI Xue-mei, YANG Min, LI Wei-chao, SHANGGUAN Shi-qing, WAN Jia-cheng
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 104-110. https://doi.org/10.11988/ckyyb.20201268
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    One-dimensional and isotropic consolidation tests were carried out on clay of varied depth in Shanghai to acquire the compression index Cc and the rebound index Cs and their relations with parameters parameters λ and κ in the modified Cambridge model. However, laboratory tests are time-consuming and expensive. Empirical relations need to be developed to predict compression index using physical indices (especially natural water content wn, initial void ratio e0, liquid limit wL and plastic index Ip) of soil which are relatively easier to obtain. Highly linear relations between Cc/n0 and Cc as well as Cs/n0 and Cs were found, and corresponding relational expressions were established. Hence, the deformation index of soft soil in Shanghai can be estimated by void ratio. In addition, according to test data of soft soil in coastal areas in China, including Guangzhou, Tianjin, Shenzhen, Wenzhou, and Fuzhou, an empirical function between Cc/n0 and Cc was constructed to predict compression index of soft soil in some coastal areas in China (Guangzhou, Tianjin, Shenzhen, Wenzhou, and Fuzhou) for preliminary engineering design.
  • ZHANG Guo-long, FAN Yue, ZHANG Wei, WANG Xiao, WANG Jin-long
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 111-117. https://doi.org/10.11988/ckyyb.20211394
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    The dewatering for foundation pit of sluice station is a significant and complicated issue. The water inflow volume of the foundation pit of Fenghuangjing Pump Station reconstruction for the diversion project from Yangtze River to Huaihe River was calculated using both the “large well method” and the numerical simulation method. The dewatering scheme was optimized via 3D seepage simulation, and the influences of the spatial arrangement of dewatering wells and the well depth change on the dewatering effect were compared and analyzed. A dewatering scheme was finally recommended in consideration of both economy and construction convenience. Under the premise that the dewatering meets the requirements of depth, the more uniform the spatial distribution of dewatering wells, the smaller gap between the pumping volumes of each well, the more conducive to unified pump allotment. Arranging the dewatering wells around the foundation pit and avoiding the layout of wells inside the foundation pit can reduce the interference to the construction, but can also raise the total pumping capacity. The greater the depth of the dewatering well, the greater the total pumping amount, and the fewer the number of dewatering wells that need to be arranged.
  • WU Si-si, LUO Wen-qiang
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 118-124. https://doi.org/10.11988/ckyyb.20201225
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    A one-dimensional nonlinear consolidation equation considering transient loading and time-dependent loading is established based on a new nonlinear compression model of soil. The solution of the consolidation equation is obtained by using finite difference method, and the correctness of the difference method is verified by comparison with a semi-analytical solution. Based on the proposed solution, the effects of external load, initial compressibility coefficient of soil and Cc/Ck (ratio of compressibility index to permeability index) on soil's consolidation and settlement characteristics are discussed in detail. Results reveal that Cc/Ck affects the consolidation rate of soil by changing the consolidation coefficient, which increases with the decrease of Cc/Ck; therefore the consolidation rate of soil increases with the decrease of Cc/Ck. When the initial compressibility coefficient of soil is small, the compressibility of soil is small and close to elasticity. In this case, the nonlinear characteristics of soil can be ignored and the Terzaghi consolidation solution can be used directly. Compared with the consolidation solution obtained by Li Binghe, the nonlinear model used in this paper does not need to consider the influence of the initial effective pressure of soil, and therefore is relatively more convenient for engineering applications.
  • WANG Lu, WEI Yu-jie, TANG Shi-mei, KAN Zi-wei
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 125-130. https://doi.org/10.11988/ckyyb.20201303
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    To reveal the deformation characteristics and energy evolution characteristics of deep buried marble under high stress conditions and different stress paths, we examined the confining pressure effect and stress path influence of deformation and energy evolution during the deformation and failure of marble via conventional triaxial test and unloading triaxial test. Results reveal significant confining pressure effects under both loading and unloading stress paths. The damage expansion stress threshold and peak strength of marble under unloading conditions are lower than those under loading conditions. In terms of energy evolution, the proportion of energy dissipation stage in the process of deformation and failure under loading stress path accounts for a larger proportion than that under unloading stress path, while energy accumulation stage is greater in unloading stress path. The total energy and elastic strain energy corresponding to the damage expansion point under both stress paths are in good linear relations with confining pressure. At peak stress, the total energy, elastic strain energy and dissipation energy are linear functions of the confining pressure under loading stress path, and exponential functions under unloading stress path. Based on the above conclusions, a quantitative method to determine the failure point of marble is proposed. In association with the stress-strain relationship curve, the method effectively addresses the difficulty in determining the failure point of marble under high confining pressure. The research findings offer basis for the stability analysis of the surrounding rock of deep-buried chamber.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • SHI Jiao, ZHANG Xi-dong, ZHEN Zhi-lei, LIU Zhong-hua
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 131-136. https://doi.org/10.11988/ckyyb.20201269
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    In frozen earth areas of North China, lining and insulation measures are usually adopted to prevent seepage and frost heave in many irrigation channels, thereby reducing water loss. In this research, the effects of three different anti-freezing measures of channel lining for the irrigation channels in Nongshi Division of Altay, Xinjiang, were comparatively studied in terms of material acquisition and construction. The constitutive models of three lining materials, namely, concrete, fly ash solidified by HAS curing agent, and polystyrene foam board (EPS board), were established. The anti-frost-heaving effects of the three lining materials were analyzed via temperature-stress coupled simulation in ABAQUS. Results reveal that the three measures are capable of reducing the frost heave deformation of channels. Compared with concrete lining, fly ash solidified by HAS and EPS foam board linings provide with better effects, of which the EPS foam board performs the best by cutting the maximum normal frost heave displacement by 54%, normal frost heave force by 74%, and tangential frost force by 83%. EPS foam board also facilitates the uniform distribution of stress and displacement, and consequently, refrains from stress concentration. The anti-frost-heaving effect of polystyrene board is the most superior, followed by that of fly ash solidified by HAS, and concrete lining in sequence. Nevertheless, fly ash solidified by HAS could be a potential material of channel lining in highly cold areas like Xinjiang as fly ash can be acquired locally.
  • YANG Shi-kou, AI Hua-dong
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 137-142. https://doi.org/10.11988/ckyyb.20201243
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    In three-dimensional numerical manifold method, the problem of applying boundary displacement in arbitrary direction using penalty function is not yet clear, and multi-step loading would result in the accumulation of error. In view of this, the formulas in consideration of the boundary displacement conditions applied along a certain direction and the corresponding step loading conditions are derived by modifying the displacement boundary part of the governing equation of traditional three-dimensional numerical manifold method. The research is expected to expand the application of the governing equation in displacement boundary treatment and to reduce the cumulative effect of multi-step loading errors. Two typical examples are selected for numerical simulation and comparative analysis to verify the accuracy of the method. Results demonstrate that the calculation results of the proposed method are in good agreement with the analytical solutions, and the modified formula is applicable to the case of boundary displacement applied in different directions, and thus is strongly adaptable. The calculation accuracy with displacement boundary error correction is higher than that without error correction; with the increase of loading steps, the cumulative error with no error correction increases gradually, but that with error correction is unaffected.
  • QIU Qin, SUN Wei, LI Jian-gui, GULIMILA Kezierbieke, CAO Shan-shan
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 143-150. https://doi.org/10.11988/ckyyb.20201210
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    The aim of this research is to implement the GIS visual simulation system of WaSSI-C (Water Supply Stress Index-C) model to provide model tools for regional hydro-carbon resource analysis and simulation decisions. On the basis of analyzing the theoretical framework and operation mechanism of WaSSI-C model, modular decomposition and structured design of model calculation process were carried out; software architecture was constructed by C/S mode, model diagram was designed based on spatiotemporal data model E-R, and model parameters and spatiotemporal data were managed jointly by Geodatabase spatial database and SQLite relational database. In the .Net development environment, based on the ArcGIS Engine secondary development components,hybrid programming was carried out using the C# language to realize the function of the WaSSI-C model's GIS visual simulation system. The system was applied to Yanqi Basin for verification. Results manifest that the system can automatically output the simulation map of water-carbon coupling process variables such as monthly scale evapotranspiration, runoff and total ecosystem productivity in the GIS visualization environment. The system is simple, easy to use, highly efficient and universal. The mean values of determination coefficient R2 and efficiency coefficient NS of system simulation results in calibration period are 0.83 and 0.81, respectively, and 0.8 and 0.76 in verification period. The system could serve as a powerful tool support for the research of related fields, and also offer reference for the study of model visualization in ecology and hydrology.
  • INFORMATION TECHNOLOGY APPLICATION
  • LIU Xiang, YANG Jun, WANG Chang, SONG Pu-bin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(3): 151-154. https://doi.org/10.11988/ckyyb.20210587
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    With the development of water conservancy informatization, Yangtze River Scientific Research Institute continues to strengthen internet technology IT application, which brings great convenience to hydro-science research and its management. Notwithstanding its convenience, IT application also raises some security issues with time passing by. At present, to examine each weak link of the network, to improve the overall network security and to avoid network security events have become the focus of work. In line with the actual network and business conditions of Yangtze River Scientific Research Institute, we discussed the content of network security construction of Yangtze River Scientific Research Institute by analyzing its current security risks from three aspects: network boundary, internal network and internal situation awareness. Furthermore, we proposed countermeasures from four aspects of boundary protection, terminal protection, server protection and situational awareness, and expounded the network security technical routes that can be implemented.