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01 November 2020, Volume 37 Issue 11
    

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    SPECIAL CONTRIBUTION
  • SUN Zhi-yu, WANG Dian-chang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 1-7. https://doi.org/10.11988/ckyyb.20201065
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    The Chinese government has established a Rare and Unique Fish National Nature Reserve in the upper reaches of the Yangtze River to coordinate between hydropower development and fish ecological protection in the lower reaches of Jinsha River. In this paper, we expound systematically the management of nature reserve carried out jointly by government departments, scientific research and engineering design institutes, and China Three Gorges Group since 2005 in the lower reaches of the Jinsha River. The joint work include the construction of departments and infrustructure of the protection area, the arrangements for fishing population, the enhancement and releasing of fishes, water ecology monitoring, as well as scientific researches related to ecological protection. All parties set up an adaptive management mechanism of Plan-Do-Check-Act (PDCA), and created a protection pattern involving enterprises, government, locality, and institutes. Such innovation in nature reserve management effectively coordinates between hydropower development and fish ecological protection by adhering to the principle of “ecology as priority” and implementing “natural recovery”. The practice provides a new idea for better multi-party cooperation and efficient adjustment in the management of nature reserves.
  • RIVER-LAKE SEDIMENTATION AND REGULATION
  • LIU Tong-huan, AN Zhi-wei, CHAI Zhao-hui, HUANG Zhi-wen, HU Cheng-wei
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 8-13. https://doi.org/10.11988/ckyyb.20200307
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    The change of water and sediment flux and channel morphology of five rivers into the Poyang Lake is of great significance to the study of river tail evolution, low and dry water levels in the lake area, as well as river-lake relations. According to measured data from 1956 to 2018, the changes in water and sediment flux and typical sectional morphology are examined using Mann-Kendall test method. Factors affecting such changes were also investigated. Results reveal that: (1) The water inflow of the five rivers decreased in a small extent. Compared with that from 1956 to 2002, the average runoff of the five rivers into the Poyang Lake decreased by 5.3% from 2003 to 2018. (2) Except from Raohe River, the sediment flux into the lake decreased by different ranges. In particular, the sediment flux in Ganjiang River and Xinjiang River declined by large margins, about 72.3% and 52.6% respectively after 2003. (3) The typical sectional shape of the five rivers changed markedly before 2014, and the cross sections were mostly zigzag. Afterwards, the cross sectional shape gradually returned to normal. (4) Water conservancy project, soil and water conservation project, as well as artificial sand mining are major human factors that affect the sediment flux and channel morphology of the five rivers into the Poyang Lake.
  • XIE Ling-xian, LIU Yue-xiao, HUANG Zhuo, LIN Li, CAO Hui-qun
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 14-19. https://doi.org/10.11988/ckyyb.20190964
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    Surfactant is a common pollutant in natural waters. The adsorption of surfactant on sediment changes the surface properties of sediment, thus affecting the rules of sediment's incipient motion. With the fine grain sediment in Wuhan segment of the Yangtze River as research object, the effects of ionic surfactants on sediment's incipient motion were examined both in qualitative and quantitative terms by simulating the starting process of sediments in circulating flumes. Results suggest that the starting process of sediment can be subdivided into seven stages. When flow velocity was 15.0~20.0 cm/s, the water body was obviously turbid and sediments started. The presence of surfactant reduced the suspension of sediments and cut the equilibrium sediment concentration significantly to around 50% of the initial sediment content. A rising concentration of anionic surfactant helped augment the critical starting velocity of sediment from 19.37 cm/s to 23.05 cm/s, while curb the full starting velocity slightly from 37.06 cm/s to 36.15 cm/s. Increment in the concentration of cationic surfactant boosted the critical starting velocity of sediment from 19.37 cm/s to 23.32 cm/s, while lowered the full starting velocity from 37.06 cm/s to 32.12 cm/s. The presence of ionic surfactants promotes the flocculation of sediments, thus evidently affects the incipient motion of sediment. Cationic surfactant has a greater effect than anionic surfactant.
  • YU Wei-jing, DING Wen-feng, LIU Yu-xuan, KANG Jing-ling, GUO Yi-wei
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 20-26. https://doi.org/10.11988/ckyyb.20191110
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    To obtain the change trends of runoff and sediment in the Chabagou catchment, we expound the sediment transport dynamics in single flood event by analyzing the sediment load in 98 flood events during 1970-2016. Results show that the hysteresis curve patterns(denoted by the C-Q relation) of flood and sediment transport in the Chabagou catchment over the past five decades mainly include four types: clockwise, counterclockwise, 8-shaped, and complex. Among the four modes, the counterclockwise type has the largest proportion and the largest amount of sediment transported by flood, while the clockwise type has the smallest proportion but the highest average peak flow and highest average sediment peak, whereas complex pattern has the longest average duration. In temporal scale, the hysteresis curve of flood and sediment transport in 1980-1989 is mainly counterclockwise, followed by complex pattern. Since 2006, the number of counterclockwise pattern flood and complex pattern flood has decreased significantly, while the number of 8-shaped pattern has increased. This phenomenon can be accounted for the following facts: comprehensive management of small watersheds has been carried out since the 1970s, and various soil and water conservation measures have had strong effects in 1970-1989; however, after 2000, due to depositions and damages after long-term use, the effectiveness gradually reduced, affecting the overall water and sediment transport mode in the Chabagou catchment.
  • WATER RESOURCES AND ENVIRONMENT
  • TIAN Yang, XIAO Gui-rong
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 27-32. https://doi.org/10.11988/ckyyb.20190902
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    At present, studies on runoff simulation in small-scale watersheds with insufficient meteorological and hydrological data are inadequate. The monthly runoff of the Aojiang River basin from 2008 to 2016 is simulated using the SWAT model driven by the China Meterological Assimilation Driving Datasets (CMADS). The model is calibrated and validated with the calculated data by the hydrological analogy method in line with the observation data of two adjacent traditional meteorological stations. The simulation results are in good agreement with the observed values. The values of correlation coefficient and Nash-Suttcliffe efficiency coefficient are 0.84 and 0.76 in calibration period (2010-2013), and 0.85 and 0.74 in validation period (2014-2016), respectively, meeting the evaluation requirements for the model. The SWAT model driven by CMADS is suitable for runoff simulation in Aojiang River basin, and the hydrological analogy method is suitable for runoff calculation in areas with insufficient hydrological data.
  • LI Yi-zhen, YUE Chun-fang, CAO Wei
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 33-39. https://doi.org/10.11988/ckyyb.20190932
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    To explore the variation of relations between runoff and meteorological factors in Jingou River basin under varying circumstances, we examined the variations of hydrometeorological factors and the variations of relations between meteorological factors and runoff by using ESMD (Extreme-point Symmetric Mode Decomposition), Spearman's correlation analysis, and sliding Copula function based on the hydrometeorological data of Bajiahu hydrological station from 1964 to 2016. Results suggest that the runoff series of Jingou River basin displays a weak decreasing trend in general, while the precipitation and temperature series show an increasing trend. The ESMD trend item reflects that the runoff, precipitation and temperature series of Jingou River basin vary in a non-linear trend. The precipitation series and temperature series change abruptly in 1983 and 1997, respectively, while runoff series in 2002 and 2015. The correlation coefficients under different windows of the sliding Copula function indicate that the runoff-temperature relation varied abruptly in 1997. The optimum Copula function of the runoff-temperature joint series varied from the Gauss-Copula function in 1964-1997 to the Gumbel-Copula function in 1998-2016. Climate change and human activities are the dominant reasons for the variation of runoff-temperature relation in Jingou River basin.
  • LIU Cai-hong, CHEN Xue-qun, TIAN Chan-juan, XIN Guang-ming, GUAN Qing-hua, LI Cheng-guang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 40-45. https://doi.org/10.11988/ckyyb.20190872
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    In order to understand the characteristics of Xiaoling strong leakage zone and the impacts of Xiaoling urban village renovation project on the strong leakage zone, we investigated into the topographic geology and vegetation coverage of Xiaoling strong leakage zone via field test, remote sensing, interpretation and electrical prospecting. We also calculated the groundwater leakage recharge before and after the project construction. The east terrain of Xiaoling strong leakage zone is higher than the west. The Quaternary overburden layer is thin, ranging between 0 and 2.5 meters. Under the Quaternary lays the bedrock interface with strong groundwater recharge capacity. Vegetation coverage in the strong leakage zone is mostly at mid-level and mid-low level, occupying 65.82% of the total catchment area. According to average annual rainfall, the annual groundwater recharge of Dianzi-Erxian catchment is 95.13×104 m3/a under fully natural conditions, and 85.92×104 m3/a under the condition of current exploitation and utilization. In current condition, the groundwater recharge is reduced by 9.21×104 m3/a, which accounts for 9.68% of that under natural condition. After the construction of Xiaoling urban village renovation project, the hardening area decreased by 0.026 km2, and the groundwater recharge increased by 0.62×104 m3/a in the project area, which indicates that the project is conducive to the increase of groundwater recharge in the spring recharge area. The research results are of practical value and significance for the protection of Jinan spring area and the protection and sustainable utilization of Jinan groundwater resources.
  • WATER-SOIL CONSERVATION AND ECO-CONSTRUCTION
  • MA Rui, YANG Shuai, QIN Xin, ZHENG Zi-cheng, LI Ting-xuan
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 46-51. https://doi.org/10.11988/ckyyb.20191014
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    The composition and stability of soil aggregates in sloping yellow soil cropland during the whole maize growing season under natural rainfall conditions were studied in an attempt to reveal the effects of tillage measures and maize growing season on soil aggregates' stability. Cross ridge slope was taken as research object, while longitudinal ridge slope as the control. The study is expected to provide theoretical basis for the study of anti-erodibility of mountain yellow soil in Sichuan Province. Results demonstrated that: 1) The composition and stability of soil aggregate were significantly affected by tillage measures. Compared with that on longitudinal ridge, more soil macro-aggregates were contained on cross ridge slope; the stability of cross ridge slope is better than that of longitudinal ridge slope according to analysis on such indicators as (10,0.25] mm water-stable aggregate (WSA>0.25), mean weight diameter (MWD), geometric mean diameter (GMD), percentage of aggregate disruption (PAD), fractal dimension (D) of soil water-stable aggregate, and aggregate stability index (ASI). 2) With the advancement of maize growth, the content of soil macro-aggregate and soil aggregate stability both showed a significant increasing trend and reached a maximum value at maturing stage, implying significant influence of maize growing season on soil aggregate's composition and stability. 3) Correlation analysis unveiled that soil aggregate's stability was in extremely significant positive relationships with root density, root surface area and root volume, indicating that root development played an important role on improving soil aggregate's stability. The findings demonstrated that suitable tillage measures and proper planting patterns could effectively prevent and control regional soil erosion.
  • FLOOD PREVENTION AND DISASTER REDUCTION
  • HE Chao-fei, CHEN Fu-long, ZHANG Zhi-jun, YANG Kuan, HE Xin-lin, LONG Ai-hua
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 52-58. https://doi.org/10.11988/ckyyb.20190961
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    Driven by multiple characteristic attributes, flood is inherently affected by multiple concurrent or continuous driving factors, which aggravates the unpredictability of flood occurrence. In many risk assessment and design applications, the multi-hazards of extreme situations and compound events are often ignored. In view of the design flaws of univariate floods, the peak volume marginal distribution was constructed using GEV (Generalized Extreme Value) distribution and GPD (Generalized Pareto Distribution). The joint probability distribution under extreme conditions was established using the Gaussian Copula function with parameters optimized by MCMC (Markov Chain Monte Carlo). Furthermore, the design flood process line was derived with 500-year-event flood as an example. The control basin of the Manas River was taken as the research area. Results demonstrate that the joint distribution fitting effect of the Gaussian Copula function with MCMC-optimized parameters is better than that of the correlation index method and the local optimization algorithm. The design value under mutual influence of the variables is correspondingly greater than the flood design value under the control of a single variable. The design growth rate of 90 h in the design flood process line is 24.19%. Therefore, the new flood control standard established by the joint distribution under parameter optimization provides a more scientific and reasonable basis for the safety design of flood control and disaster mitigation for the Manas River reservoir in flood season.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • HE Yang-yang, SU Huai-zhi
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 59-63. https://doi.org/10.11988/ckyyb.20191018
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    The original observation signal of dam deformation can be regarded as the superposition of real signal and white noise. A wavelet-cloud prediction model for dam deformation time series analysis is proposed in the present paper by combining wavelet denoising and cloud model to effectively predict dam deformation. Firstly, the multi-resolution analysis of wavelet is used to decompose the original signal into the real signal item and the noise item in the original deformation time series of the dam. Secondly, the cloud model language rules for deformation prediction are created; the principle of maximum membership degree is used to determine the rule predecessor to which the predicted deformation belongs and the corresponding historical cloud which is further combined with the current cloud to generate predictive cloud. The prediction accuracy among traditional statistical model, cloud model, and the proposed wavelet-cloud model is compared with the deformation prediction of a dam as an example. Result demonstrates that the proposed wavelet-cloud prediction model provides more accurate prediction results, offering an effective basis for the safe operation of dam.
  • ZHU Jia-hua, YUAN Hua, LI Ji-yang-fu, CHEN Wen
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 64-69. https://doi.org/10.11988/ckyyb.20200244
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    To tackle the problems of water inrush, collapse and other disasters in the construction of the unfavorable geological segment of water-rich large-sectional tunnel using traditional construction methods, we propose an advanced semi-closed double pilot step method (ASDP step method for short) based on engineering geological investigation and analysis on water inrush and collapse mechanism. Subsequently, we simulate the construction process of ASDP step method by using finite difference software FLAC3D. In association with field monitoring data, we found that the excavation of the right and left pilots contributes little to the vertical deformation of the arch crown and the arch bottom. Even if the inverted arch of pilot is excavated in advance in this method, the arch bottom uplift and overall tunnel deformation caused by soil unloading can be well controlled by quickly applying I-beam to form a semi-closed structure. After adopting ASDP step method, we successfully completed the construction of unfavorable geological segment of Guangshan No.1 Tunnel. The ASDP step method is featured with reasonable connection among procedures, high footage efficiency, good drainage effect and low cost, thus can be used as the preferred method for the construction of water-rich large-sectional tunnel in unfavorable geology.
  • YAN Tao, CHEN Bo, CAO En-hua, LIU Yong-tao
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 70-73. https://doi.org/10.11988/ckyyb.20190892
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    A reasonable and credible dam deformation monitoring model is of great significance for scientific and effective analysis of dam deformation monitoring data and accurate and reliable evaluation of dam's working and operating conditions. The EEMD (Ensemble Empirical Mode Decomposition) model is adopted to decompose the dam deformation monitoring data, and the IMF (Intrinsic Mode Function) components representing different feature scales are obtained. With different influence factors for different components, the IMF components are used as the training samples of ELM (Extreme Learning Machine) to analyze, fit and predict the monitoring data. The predicted values of dam deformation are obtained by adding the values of each component. With a RCC (Roller Compacted Concrete) gravity dam as an example, the prediction result of EEMD-ELM model is compared with those of BPNN (Back Propagation Neural Network) model and ELM model. The comparison result reveal that the prediction accuracy of EEMD-ELM model is higher than that of BPNN model and ELM model, with the mean relative error merely 0.566, 54% and 14.8% lower than those of BPNN and ELM, respectively.
  • ROCK-SOIL ENGINEERING
  • FENG Zhong-ju, LI Tie, FENG Kai, DONG Yun-xiu, CHEN Hui-yun, HU Hai-bo
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 74-80. https://doi.org/10.11988/ckyyb.20190904
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    A elastoplastic constitutive model based on Mohr-Coulomb criterion was constructed to explore the limit bearing characteristics of bridge pile foundation in strongly alkaline marsh area based on the transformation among strength, cohesion, and internal friction angle. First of all, the water curing strength and corrosion strength of pile foundation concrete were measured by field test and laboratory test. The internal chloride ion concentration of concrete was measured by EDS analysis and element analysis. The convection depth of chloride ions inside the concrete was determined by an indoor electron microscopy test. In subsequence, the concrete specimens in the corrosive alkaline environment are divided into the spalling zone, the corroded zone and the non-corroded zone. The relation between corrosion depth and post-corrosion strength of concrete exposed one year was calculated by formula. Results demonstrated that with the increase of ratio of corrosion thickness to diameter of uncorroded pile, the ultimate bearing capacity of the transverse axial direction of a single pile reduced gradually, but the reduction gradually attenuated. The increase of pile length helped little to the improvement of ultimate bearing capacity of single pile transversely. The vertical ultimate bearing capacity of single pile also decreased gradually, and such decline also slowed down. Within the same range of corrosion thickness, the reduction of vertical ultimate bearing capacity of large-diameter single pile was greater than that of small-diameter single pile.
  • QIU Ming-ming, YANG Guo-lin, SHEN Quan, DUAN Jun-yi, ZHANG Pei-ran
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 81-88. https://doi.org/10.11988/ckyyb.20190905
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    Researching the deformation characteristics of diaphragm wall foundation pit in water-rich sandy stratum is of important significance for engineering practice. The deformation characteristics and influence factors of a diaphragm wall foundation pit induced by deep excavation in water-rich sandy stratum were studied via numerical simulation and field monitoring. The horizontal displacement curve of diaphragm wall developed from an “oblique line” shape to that of a “bow” and then to an “inverted-V” shape with the deepening of excavation. The relation of maximum horizontal displacement Ux, max and its location Hx, max with excavation depth he could be described by linear function. Ux, max was about (0.048%~0.082%)he, and Hx, max was about (0.60~1.20)he. The vertical displacement of ground surface behaved as a groove-shaped curve with the increase of transverse horizontal distance. Such settlement groove grew wider and deeper with the deepening of excavation depth. The sensitive range of settlement deformation was about (1.0-1.5)he, and the maximum ground surface settlement occurred in (1/3~1/2)he from the foundation pit wall. The foundation pit deformation in consideration of the combined effect of diaphragm wall and impervious curtain in water-rich sandy stratum is consistent with observations. The waterproof and retaining function of impervious curtain has a significant effect on foundation pit deformation. The increment of both underground water level and sandy stratum thickness helped augment the horizontal displacement and ground surface's vertical displacement. The rising of permeability coefficient had a more significant impact on ground surface's vertical displacement than on the horizontal displacement of wall if the permeability coefficient is large. Reasonable depth and spacing of impervious curtain are conducive to control the deformation and stability of foundation pit.
  • DING Fan, HUO Run-ke, LI Shu-guang, QIU Tian, QIAN Mei-ting, HAN Fei
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 89-95. https://doi.org/10.11988/ckyyb.20190791
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    Due to concentration difference, the ions in acidic solution diffuse and transport into sandstone, and chemically react with the components of the sandstone samples. On the basis of the unsteady diffusion theory, the reaction-diffusion equation for the solute transport process of acid-corroded sandstone is derived and the analytical solution is obtained. The corresponding MatLab program is compiled and preliminarily verified by indoor tests. The temporal and spatial distribution relationship between the uniaxial compressive strength of the acid-corroded sandstone and the concentration of the soaking solution is established, which provides an analytical method for the quantifying the influence of acid pollutants on water conservancy projects.
  • ZHU Qing-hua, ZHANG Feng, SHAO Yong, HE Yong, QIN Zhong-guo
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 96-101. https://doi.org/10.11988/ckyyb.20190815
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    The bearing capacity and dynamic characteristics of railway subgrade are bound to change in the presence of large-diameter pipe jacking passing underneath. The increment of vertical dynamic displacement above the pipe jacking should be within 5 mm, according to railway administrations. The process of train passing on the pipe jacking is numerically simulated. The instantaneous vertical displacement of subgrade and the additional dynamic stress of pipes are given. Newmark dynamic analysis method in association with Seed's equivalent linear method is employed to simulate the vibrational softening of subgrade. The simulation scenario is designed as a pipe jacking group composing six pipes of 4.7 m diameter passing underneath the Beijing-Shanghai railway, with the velocity of train reaching 100 km/h and 200 km/h respectively. When the pipes are buried at a depth of 12 m, the maximum vertical dynamic displacement of subgrade is 1.3 mm, and the additional tensile/compressive stress of pipes are around 0.14 MPa, within in allowable range.
  • SUN Jia-ping, WEI Xing, SONG Bao-bao
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 102-106. https://doi.org/10.11988/ckyyb.20190829
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    Determining the stress state of sliding surface and the sliding direction of slope is the key to analyzing the stability of slope using the method of vector sum. The stress of any point on fixed sliding surface of arbitrary shape is ascertained based on the principle of minimum potential energy, and the normal stress and shear stress of sliding surface are obtained through the virtual displacement which produces minimum potential energy. Meanwhile, the slide-resistance direction of micro-unit is calculated by regarding the overall motion trend of the slope as in the opposite direction of the vector sum of the slide-resistance direction. Moreover, the ratio of slide-resistance to sliding stress which are acquired from projecting all the forces on the slope in the sliding direction is defined as the safety factor of slope. Compared to previous researches, the present method does not need to assume a major slide surface, and therefore, avoids the confirmation of initial sliding direction. The method is applied to calculating the safety factor, slide direction and normal stress of two classical calculation examples and also in a practical project. The results of two calculation examples verify the rationality of the present method; in practical engineering, the calculation result is also consistent with those of other methods.
  • CHEN Jian-xu, GUO Ning, YU Jia-ying, YU Ming-dong
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 107-113. https://doi.org/10.11988/ckyyb.20190918
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    Current theories of calculating non-limit passive earth pressure is mostly based on the assumption that the back of the wall is vertical, which limits the applicable range of formulae and also neglects the effect of shear stress between soil layers during derivation. In this paper, a formula for the non-limit passive earth pressure of retaining walls with inclined rigid wall under translation mode is presented in consideration of the shear stress between soil layers based on horizontal layer analysis. Compared with the theoretical results not considering shear stress, the solution of the presented formula agrees well with experimental values, thus verifying the rationality of the formula. Whether or not to consider the shear stress between soil layers does not affect the resultant force of earth pressure, but affects the distribution of earth pressure. The earth pressure in the upper part of the wall is larger than the solution without considering the shear stress, while in the lower part smaller. Both the non-limit state passive earth pressure and the average shear stress between soil layers increase with the increase of the wall displacement ratio, the internal friction angle of backfill, and the friction angle of wall and soil. As the inclination of the wall increases, the earth pressure intensity hardly changes in the upper part of the wall, but changes apparently in the lower part. The average shear stress between soil layers decreases partially on the wall and increases at the bottom of the wall. The position of the resultant force point considering simultaneously the soil arching and shear stress is higher than the solution considering only the soil arching effect, but lower than the Coulomb solution.
  • CHENG Sheng, XU Mo, YANG Yan-na, ZHANG Gui-tong, HUANG Si-shuang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 114-120. https://doi.org/10.11988/ckyyb.20190832
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    The belt of folded strata in east Sichuan has always been a natural barrier for the transportation eastward of Sichuan and Chongqing. Tunnels could pass through the folded mountainous area quickly; but tunnel construction often encounters geological disasters such as karst gushing and water inrush, which threatens the safety of construction workers and ecological geological environment. By analyzing the groundwater circulation patterns controlled by various discharge datum in the anticline area of Mingyue Gorge in east Sichuan, we studied the development rules and depth of underground karst in Mingyue mountain and east Sichuan, and obtained the following conclusions: in east Sichuan and the Mingyue Gorge anticline zone, the groundwater circulation mode can be divided into three patterns according to the discharge datum: penetrative valley, transverse deep valleys, and transverse shallow valleys. In penetrative valley controlled region, karst develops to the deep; in transverse deep valley controlled zone, karst also develops to the deep in the range 200-500 meters below the valley; in transverse shallow valleys, karst develops roughly within 200 m range. The research findings are of referential value to predicting and avoiding karst gushing as well as reducing impact on geological environment.
  • LI Ya-qi, YANG Jie, CHENG Lin, MA Chun-hui
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 121-127. https://doi.org/10.11988/ckyyb.20190825
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    An inversion analysis model integrating relevance vector machine (RVM) and cuckoo search (CS) is established to accurately determine the permeability coefficients of strata in engineering area. Firstly, the uniform design method is employed to construct combinations of permeability coefficients, and the finite element method is used to calculate the water head values and generate RVM learning samples. In subsequence, the mapping relation between permeability coefficient and water head is constructed by RVM training which replaces the finite element method in calculating seepage. According to the measured water head values of drilling holes in the project area, the CS algorithm is adopted to search and determine the permeability coefficient of stratum. The seepage inversion model is applied to the inversion of initial seepage field of a large pumped storage power station project. Results demonstrate that the proposed model reflects the nonlinear relation between water head in borehole and permeability coefficient of multiple strata. RVM could replace the finite element method to determine quickly and accurately the permeability coefficient. The inversion results for the large pumped storage power station are reasonable and the accuracy of the proposed model meets engineering requirements.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • HU Ming-yu, CAI Guo-jun, XU Wang-min, HU Biao
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 128-135. https://doi.org/10.11988/ckyyb.20190833
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    In the light of sponge city construction and solid waste resource utilization, we prepared ecological building material using copper mine tailings and bentonite as filler, recycled sintered bricks as aggregate, and cement as cementitious material. The material has functions of absorption, storage, infiltration and purification. We further optimized the mix proportion of the material through orthogonal experiment and investigated the plant growth and water purification effects of the material at optimum mix ratio. Results demonstrate that with a 15% and 7.5% dosage of copper mine tailings and bentonite, respectively, and a water cement ratio at 0.90, the functional eco-material boasts a 28-d compressive strength over 4.0 MPa, permeability coefficient greater than 4.0 cm/s, and water absorption more than 21.0%. The material also has good effect in cultivating Puccinellia distans Parl. and folium Ilex chinensis by mud mulching method, which can be used for water conservancy project and sponge city construction respectively. Filtered by the material, SS, COD, TP, and NH3-N reduces by 53.3%, 29.6%, 51.9%, and 25.6%, respectively. The purification effect of the material after plant cultivation is stronger for water-soluble impurities. Theoretically, substances such as TP and NH3-N adsorbed by the material are more beneficial to vegetation growth.
  • SUN Bing, HUANG Ting-ting, WU Ting-ting, HUANG Yu-wei, JIN Ke, LAN Wang, DUAN Xiao-yun
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 136-140. https://doi.org/10.11988/ckyyb.20190800
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    The compressive strength and damage evolution of recycled coarse aggregate concrete under the influence of mineralization and precipitation of Bacillus Cohnii were examined via uniaxial compression test and acoustic emission test. The recycled coarse aggregates used in the present test were prepared from waste C30 concrete blocks through crushing and screening (particle size in the range of 20-50 mm), and then soaked in Bacillus Cohnii solutions of different pH values. In subsequence, the recycled coarse aggregates were used for preparing recycled concrete specimens with a replacement ratio of 20%. Test results demonstrated that the residual Ca2+ concentration in the used solution declined with the reduction of pH value, which implied that Bacillus Cohnii solution enhanced the compactness of recycled coarse aggregates, especially under acidic environment. Concrete made of the treated recycled aggregates witnessed a notable increment in peak strength. During compression, damage evolution alleviated and damage deterioration attenuated. The damage variable and cumulative damage of concrete specimens made of recycled aggregates soaked in solution of pH=8 were evidently smaller than those in solution of pH=8.
  • INFORMATION TECHNOLOGY APPLICATION
  • XIAO Xiao, XU Jian, ZHAO Deng-zhong, CHENG Xue-jun, LI Guo-zhong, ZHAO Bao-cheng, XU Jian
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 141-148. https://doi.org/10.11988/ckyyb.20191003
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    A hyperspectral model of retrieving suspended solids concentration in typical reaches of the middle and lower Hanjiang River is constructed based on effective information variable selection and neural network algorithm according to the water quality and hyperspectral data measured in 2012-2013. The performance and estimation effectiveness of the model are analyzed and assessed, and the distribution characteristics of suspended solids concentration in the waters of the study area are discussed. Results demonstrate that the hyperspectral retrieval model based on variable importance in projection index and neural network advantage has excellent retrieval accuracy, stability and adaptability; in contrast, for the single-band model and ratio model based on simple correlation analyses, the selection of modeling samples has a huge influence on the accuracy of the model, leading to poor retrieval accuracy, stability and adaptability. The concentration of suspended solids in the typical reaches of the middle and lower Hanjiang River varies within 18.8-187.0 mg/L. Seasonal differences are quite obvious: the concentrations of suspended solids in spring and summer are lower than those in autumn.
  • WANG Tian-xing, ZHANG Ji-xun, REN Xu-hua, ZHANG Yu-xian
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 149-155. https://doi.org/10.11988/ckyyb.20190946
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    Current numerical models of simulating the construction process of hydraulic tunnel perform incompletely as they are not integrated with 3D software thoroughly. In view of this, the theory and 4D technology of simulating hydraulic tunnel construction progress are studied based on BIM technology. Firstly, a 3D parametric model of hydraulic tunnel is established using CATIA, and then a simulation model for hydraulic tunnel construction is established in line with the construction characteristics and simulation principles. Finally, the 4D framework of simulating hydraulic tunnel construction is proposed. The construction progress can be inquired and the construction information can be displayed through the model. Practice has proved that the BIM-based simulation model could offer construction progress calculation and construction intensity query, thus improving management in the construction process.
  • SCIENCE AND TECHNOLOGY NEWSLETTER
  • PENG Wen-ming, TANG Zhi-dan, WANG Fang-liang, YAN Yong
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 156-163. https://doi.org/10.11988/ckyyb.20190802
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    In this paper we present an Excel-based tool for calculating the slide-resistant stability of gravity dam with multiple slip surfaces. We put forward the ideas of compiling this calculation tool and expound the key points in load calculation such as applying nested functions and solving single variable equation. With this tool, users can quickly complete the calculation by merely inputting basic data. The calculation process is transparent and easy to check and unify the design standards. A couple of examples verify the accuracy and practicability of the tool. This method is beneficial to the popularization and application of stability calculation for dam foundation with multiple slip surfaces, and also offers a reference for similar design calculation.
  • SURROUNDING ROCK MASS STABILITY OF UNDERGROUND POWERHOUSE OFFENGNING PUMPED STORAGE POWER STATION
  • HE Jun, HUANG Shu-ling, DING Xiu-li, ZHANG Yu-ting, LIU Deng-xue
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 164-171. https://doi.org/10.11988/ckyyb.20200883
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    The bending resistance of shotcrete is an important reflection of its support strength. Steel fiber reinforced concrete is adopted as the shotcrete for the underground powerhouse of Fengning pumped storage power station. In this study, numerical bending test of the shotcrete is carried out by using 3D discrete element code. During the numerical bending test, a triangulation modeling method based on the Voronoi tessellation is proposed. The Monte-Carlo method was used to establish the random distributed steel fibers, Coulomb-sliding joint constitutive model to represent the linking-breaking effects between concrete mediums, while Cable model to simulate the reinforcement effects of steel fibers. Numerical results are basically consistent with laboratory test curves. The bending failure of the steel fiber reinforced shotcrete is dominated by tensile fractures. The tensile fracture path is generally vertically upward, but is affected by the action of steel fibers. In the process of the bending failure of steel fiber reinforced shotcrete, the yield of steel fibers is mostly due to the yield of the bonding force between steel fibers and concrete, which echoes laboratory tests when many steel fibers are pulled out.
  • HE Yi-chun, DING Xiu-li, LÜ Feng-ying, WANG Lan-pu, SHI Yan-long, ZHANG Yu-ting
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 172-179. https://doi.org/10.11988/ckyyb.20200289
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    The surrounding rock mass of the underground powerhouse of Fengning pumped storage power station, in its construction period, exhibits various characteristics including large deformation magnitude, significant time effect, and occurrence of deformation at any depth of rock mass. The mechanism of rock mass deformation is analyzed based on geological conditions and monitoring data to study the distribution of rock mass deformation and its time effect characteristic. Results reveal that the deformation mechanism is, on one hand, related to the degradation of rock mass quality, reduction of rock mass strength, and rock mass alternation, and on the other hand, related to the excavation unloading induced open and dislocation of discontinuities, such as joints, fractures and faults that are distributed in rock mass. The Burgers rheological model combining Mohr-Coulomb yield criterion considering tensile limit is adopted as a compound visco-elastoplatic model to conduct back analysis of mechanical parameters of surrounding rock masses. The obtained deformation magnitudes and their time curves are in good agreement with monitored data. According to numerical calculation results, as of the completion of the fifth layer of main powerhouse construction, the rock mass deformation and plastic zone are both large. As the plastic zone runs through the rock mass pillar between the main powerhouse and main transformer hall, the rock mass stability is considered not favorable. Thus, it is necessary to suspend the subsequent construction after the fifth layer construction of main powerhouse is finished. A systematic reinforcement of anchor support towards the whole underground powerhouse is also required.
  • LIU Shuang-hua, SHI Yan, LÜ Feng-ying, WANG Lan-pu, LI Bin, LIU Deng-xue
    Journal of Changjiang River Scientific Research Institute. 2020, 37(11): 180-186. https://doi.org/10.11988/ckyyb.20200291
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    The bond strength between shotcrete and surrounding rock is a most crucial performance indicator of shotcrete, and also an important content of inspection in the construction of underground caverns. With Fengning Pumped Storage Power Station's underground powerhouse as a background project, field experimental study on the bonding characteristics of shotcrete and surrounding rocks in underground caverns was carried out by using drilling core sampling and reprocessing. The causes of the frequent breakage of core samples during drilling were analyzed. The single step of directly preparing samples from the drill core was adjusted into two steps: on-site sampling and indoor processing; subsequently the samples were repaired to meet test requirements. Test results show that the bond strength between shotcrete and surrounding rock in the main transformer room of Fengning Pumped Storage Power Station is slightly higher than that of the main building. The results demonstrated that the drilled core specimens undergone indoor processing and restoration can be used for the test of bonding strength between shotcrete and surrounding rock. The test results are reliable and reflect the actual bonding strength between shotcrete and surrounding rock.