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01 January 2020, Volume 37 Issue 1
    

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    SPECIAL CONTRIBUTION
  • DONG Yao-hua
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 1-6. https://doi.org/10.11988/ckyyb.20190539
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    According to new practices of flood control and river survey of the Yangtze River during 2016-2019, changes and new situations of river floods and river regime, as well as previous researches and achievements, the author presents ten key issues on flood control and river regulation for the middle and lower Yangtze River after the 2016-type flood. Such key issues include: variation of river discharge and sediment load; change of river regime; change of hydrological rhythm; fluvial processes; change of river storage; relationship of river and lakes; relationship between stage and discharge; adjustment of flood control strategy; technology of river regulation; and research on river management and protection. The ten issues are sorted and decomposed into a four-step framework, namely, Cause-Effect-Impact-Response. The four-step framework contains two sets of relations (a z-shaped driving mode relation and a square-shaped intercorrelated relation). The research finding enhances understanding on the impacts of the Three Gorges Project on river flood and river regime in the middle and lower Yangtze River, and also helps strengthen the hierarchical and systematic understanding on issues of flood control and river regulation.
  • RIVERLAKE SEDIMENTATION AND REGULATION
  • HUANG Ren-yong, WANG Min, ZHANG Xi-bing, ZHOU Man, REN Shi, LIU Liang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 7-12. https://doi.org/10.11988/ckyyb.20180814
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    Under the background of a large reduction in the sediment into the Three Gorges Reservoir (TGR), dispatching of medium-and-small-scale flood in flood season has exacerbated the risks of sediment deposition and flood control in TGR and reduced the chances of large discharge of the reservoir. Studying the dynamic dispatching of “storing clear water and releasing muddy water” in flood season is conducive to further optimizing the dispatching mode. Using one-dimensional unsteady flow mathematical model of the mainstream and tributaries of TGR, we put forward the dynamic operation scheme of “storing clear water and releasing muddy water” in flood season of TGR through calculations. The calculation results illustrate that the dynamic operation mode of “storing clear water and releasing muddy water” in flood season takes into account both sediment discharge, power generation and flood control. A water level at 150 m when “storing clear water” is superior to 155 m; the water level can fluctuate between 145 m and 150 m in the period of “storing clear water”. We recommend to start the releasing of muddy water when the sediment concentration of Cuntan station reaches 2.0 kg/m3 and meanwhile the incoming flow of Cuntan station on that day exceeds 25 000 m3/s; on the contrary, when the sediment concentration of Cuntan station falls to about 0.1 kg/m3 , we suggest to end the releasing of muddy water and begin to store clear water. The research findings provide reference for the optimal operation of TGR in flood season.
  • WANG Xi, ZHU Yong-hui, CHAI Zhao-hui, LI Ling-yun
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 13-17. https://doi.org/10.11988/ckyyb.20180972
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    Flocculation-settling property is an important research subject to be improved in the treatment of river and lake dredging silt. The effects of particle size distribution, initial sediment concentration, and high-molecular polymer on flocculation and settling property of dredging silt were examined through settling experiments with the settling velocity of interface between clear and turbid liquid and turbidity of supernatant as indexes. The dredging silts from the Shahu Lake, Nanhu Lake, and Guanqiao Lake in Wuhan were taken as research object. Besides, the influence of settling column size on experiment result was also investigated. Results reveal that the smaller the particle size is, the slower the silt flocculates and settles, and the clearer the supernatant fluid is. The settling velocity decreases with the increase of initial sediment concentration; but the influence of initial sediment concentration weakens when it reaches a threshold value. High-molecular polymer promotes the flocculation-settling property of dredging silt. In addition, the size of settling column has little impact.
  • WATER RESOURCES AND ENVIRONMENT
  • LI Ying-qiu, ZHOU Ji, ZHOU Xue-zhong
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 18-21. https://doi.org/10.11988/ckyyb.20180812
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    The nonlinear least squares (NLS) is widely used in stage-discharge curve fitting. The logarithmic transformation used by NLS, however, sometimes cannot play the role of stabilizing the variance with no consideration of the heteroskedasticity, which leads to unreliable parameters and flow rates estimated in stage-discharge relation. To overcome this limitation, the Box-Cox transformation was adopted and the maximum likelihood estimation method (MLE) was used to estimate the parameters of the transformed model. Results show that compared with the logarithmic transformation model in NLS, the stability variance based on the Box-Cox transformation model can be better obtained, more favorable for normal distribution. It is also found that the logarithmic transformation model is a special case of the Box-Cox transformation model. Therefore, the Box-Cox transformation model could more reasonably infer the stage-discharge relation and has a wider application range in practical applications.
  • CHEN Li-hua, LIU Wei-fu, TENG Xiang, WANG Yan
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 22-29. https://doi.org/10.11988/ckyyb.20180751
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    By studying the characteristic of dry season runoff and extreme low-flow in the downstream of Xijiang River in the presence of water quantity dispatching, we aim to provide a reference for the unified scheduling in dry season and the efficient use of water resources in the Xijiang River Basin. According to the daily flow data at Wuzhou Hydrological Station from 1950 to 2015, we compared the annual and monthly low flow series before and after the water quantity dispatching via Mann-Kendall method, sliding T-test method, and R/S method, and discussed the variability and future change of low flow. Results revealed that over the past six decades, the dry season flow in the lower reach of Xijiang River showed no significant upward trend with a positive persistence and small possibility of variation. After water quantity dispatching, monthly low flow witnessed a significant upward trend in November, January and February, but decreased distinctly in October, presenting the characteristics of impoundment at the end of flood season. In December, a critical low-flow period, there was a slight upward trend, which is particularly worthy of attention. The Hurst index and correlation coefficient C(t) of each month’s flow indicate that the future monthly flow during dry season in the lower reach of Xijiang River will be consistent with the past trend with no significant variation. Probability plot correlation coefficient (PPCC) test demonstrates that the LP-III frequency distribution best fits the annual and monthly flow during dry season in Xijiang River Basin. Taking P=90% in this distribution frequency as extreme low-flow standard, we found that extreme low-flow occurred more with the reduction of index flow scale in the early stage, but less in the later stage, implying that water quantity dispatching in dry season is conducive to reducing the occurrence of extreme low flow events.
  • LUAN Yue-sheng, ZHANG Wei, SHI Gang, WU Min, LIN Li
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 30-36. https://doi.org/10.11988/ckyyb.20181371
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    On the basis of investigation and analysis of heavy metals in the sediment of an urban lake in Ezhou, Hubei Province, the heavy metals in the sediment were evaluated according to geologic accumulation index and potential ecological hazard index. Results indicated that heavy metal concentration in the sediment declined from top to bottom, and the heavy metal content in the upper sediment was the highest. The west region of lake subjected to the most severe pollution of heavy metals, followed by the east region and the middle region in sequence. In terms of geological accumulation index, heavy metals in the sediment were mainly pollution-free to moderately polluted; the pollution degree of different heavy metals followed the order of Cd>Zn>Cu>Pb>Ni>Cr>Hg>As. According to the potential ecological risk index, As, Ni, Cu, Pb, Cr and Zn in the sediment posed low ecological risk, whereas Cd and Hg had potential ecological risk at different degrees, and Cd posed the highest ecological risk.
  • ZHAO Yu-ming, QIU Xin-fa, XU Jin-qin, HUA Huan-huan
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 37-43. https://doi.org/10.11988/ckyyb.20180799
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    The temporal and spatial distribution characteristics of actual evapotranspiration in Jialing River Basin was investigated using generalized complementary correlation model based on daily observation data of 13 meteorological stations from 1961 to 1979 and annual runoff data in the basin. The correlation between actual evapotranspiration and meteorological factors was examined according to Pearson’s correlation coefficient. Results demonstrated that: 1) the generalized complementary model is applicable to the Jialing River Basin with high accuracy, an average absolute error 6.79 mm and an average relative error merely 1.42 %. 2) In spatial scale, actual evapotranspiration was higher in the north and east of the basin, whereas lower in the south and west with the maximum reaching 649.86 mm found in Diebu County of Gansu Province, and the minimum 188.26 mm in Songpan County of Sichuan Province. A slow downward trend from 1961 to 2000 at a rate of -5.3 mm/10 a was found in the temporal distribution. 3) The correlation coefficient analysis showed that the decline of actual evapotranspiration was closely related to the decreasing supply of sunshine hours and daily range that gave rise to the reduction of radiation-energy item. On the contrary, the increase of daily minimum temperature, daily maximum temperature and actual vapor pressure and the decrease of 2 m wind speed contributing to the aerodynamics item decreasing eased the reduction rate of actual evapotranspiration. The generalized complementary correlation model was applied to the ETa of Jialing River Basin for the first time, with favorable estimation accuracy. The research findings offer scientific basis for the evaluation, planning, and sustainable development of water resources.
  • FLOOD PREVENTION AND DISASTER REDUCTION
  • GE Wei, LI Zong-kun, LI Juan-juan, ZHANG Qing-yu
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 44-49. https://doi.org/10.11988/ckyyb.20180796
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    Some major problems were encountered in the application of conventional set pair analysis method: the assessment was too rough; the set pair potential could not handle the situation when c=0; large amount of useful information was lost during the judgment and appraisal of sample’s class. In order to overcome the above-mentioned drawbacks, we attempted to optimize and improve the conventional set pair analysis method by adopting the malleability of relation degree, the generalized set pair potential and the confidence criterion. We built an improved set pair analysis model for assessing the social impact of dam breach based on examining major factors of social impact and establishing an assessment index system. By applying this model to the social impact assessment of Liujiatai Reservoir dam breach and comparing the results with those of other methods, we found social impact assessment of the dam breach was at serious level and proved the reliability and rationality of the present model.
  • JIA Kai, YANG Guang-hua
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 50-55. https://doi.org/10.11988/ckyyb.20180881
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    The impact of geological condition on dangerous segments of river was analyzed in this paper on the basis of previous research results of the impact of flow. Through investigation of historical dangerous segments under the administration of Guangdong Province, we acquired the proportions of dangerous segments caused by different factors. Hydrological measurement, bedload sampling, and indoor experiment demonstrates that besides unfavorable flow condition. Furthermore we selected three non-dangerous segments with unfavorable flow regime as comparison, and the result shows that despite unfavorable flow condition, good geological condition will not give rise to dangerous segments. In conclusion, dangerous river segments are closely related to both river regime and geological condition. In particular, in soft soil foundation area, the geological condition of dike should not be neglected.
  • NIU Shuai, LIU Yong-zhi, CUI Xin-min
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 56-60. https://doi.org/10.11988/ckyyb.20180872
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    Flood risk analysis for the Shisan dyke flood protection zone is very imperative as the zone is located in the Pearl River network area with high flood peak and severe flood threat. Since the water flow in the Pearl River network is complicated, we first of all built a one-dimensional model of the Pearl River network and verified the reliability of the model based on historical flood data. Furthermore, we built a two-dimensional hydrodynamic model of the flood protection zone using a refined unstructured grid to simulate the flood evolution in the purpose of reflecting the impact of rivers, dikes and roads in the protected area on flood propagation. Assuming that dike breach occurred in the Jianggen segment and the Xitoudou segment, we simulated the flood inundation in the Xijiang River under design flood of 50-year event flood, 100-year event flood, and 200-year event flood by coupling the 1D model and 2D model. The rationality of computation results was examined in terms of water balance analysis, local flow field analysis, and water level process at the breach. In association with socio-economic data, the impacts of flood were also investigated from aspects of inundated area, affected population, and inundation losses. Combined with socio-economic data, the flood impact analysis is finished, such as flooded area, affected population, and inundation loss.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • ZHANG Zhi-hui, CAO Qiu-lin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 61-66. https://doi.org/10.11988/ckyyb.20181314
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    A cloud model of evaluating the safety status of sluice was presented and applied in this paper. First of all, the safety evaluation index system was established; secondly, the weights were calculated using the improved Group-G1 method and Gini coefficient method, and the weights were combined by the ideal point method; the model was constructed and then applied to a case study; and finally, the evaluation result was compared with actual safety appraisal result in the purpose of verifying the correctness of the model. The model was adopted to analyze the problems in the sub-items of the sluice evaluation, predict the safety status of the sluice, and put forward suggestions for the operation management and daily maintenance of the sluice. The actual safety appraisal result was consistent with that of model computation. The model gave the safety grades of the sluice and its various evaluation sub-items, and generated cloud chart through MatLab to directly reflect the evaluation results of the sluice.
  • HYDRAULICS
  • LONG Jian, NIU Zheng-ming, LI Qi-long
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 67-72. https://doi.org/10.11988/ckyyb.20180613
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    The oscillating hydraulic jump caused by the inflow condition of large single width and low Froude number in energy dissipator for falling-sill bottom-flow has great destructive force to stilling basin of which the size is limited. A joint energy dissipator with a contraction pier in front of the pool has been tested on a hydraulic scale model and proved to have solved the problem effectively. The RNG k-ε model and VOF method were employed to construct two models of stilling basin in the presence and in the absence of contraction pier. The hydraulic characteristics were obtained from the 3D numerical simulation. And the stilling basins in the presence and in the absence of contraction pier were compared in association with hydraulic scale model test data. Results unveiled that insufficient turbulent energy and unstable large-scale eddies are main causes of the oscillating hydraulic jump in the stilling basin with step-down floor. In the presence of contraction pier, two high turbulence intensity areas are formed in the stilling basin. More 3D eddies of smaller scale were formed, enhancing the turbulence intensity and shear strength, disrupting the large-scale eddies of water jump and eliminating the oscillating hydraulic jump effectively.
  • SUN Wen-bo, MU Zhen-wei, GAO Shang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 73-78. https://doi.org/10.11988/ckyyb.20180836
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    The differences in hydraulic characteristics between two energy dissipation approaches, combination of diversion pier and suspended grid and single suspended grid, were investigated by tracking the nonlinear free surface using the VOF method based on the Navier-Stokes equation. The large-scale turbulence and intensive air entrainment in the hydraulic jump were simulated. On this basis, the detained flow structure and wall pressure in the stilling pool were obtained for analyzing the turbulence and pressure distribution. Results illustrated that the joint energy dissipator significantly increased the turbulent intensity and fluctuating scale of water body in the paraboloid of stilling basin. The turbulence intensity, which decayed remarkably along the flow direction, was highly improved compared with the control scheme (single suspended grid) for relative depth h* in the range from 0.4 to 0.8. Hydrodynamic pressure on the base slab of stilling pool fluctuated notably, and the average pressure reduced slightly compared with that in the control scheme. The peak of pressure fluctuation is located nearby 0.3<xp<0.4(xp is the relative location), and the dynamic pressure coefficient is 2.0~2.4 times of the maximum value on the base slab of the pool.
  • ROCKSOIL ENGINEERING
  • LU Qing-feng, WANG Zi-shuai, HE Jun-feng, WANG Sheng-xin, ZHOU Gang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 79-83. https://doi.org/10.11988/ckyyb.20180792
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    The fundamental mechanism by which alkali-excited geopolymer gelling material can effectively cure the sulfated soil lies in the improvement of the microstructure of the solidified soil. By comparing the unconfined compressive strength and microstructure of saline soil specimens solidified by water glass, lime-fly ash and water glass-lime fly ash, we examined the microstructure of saline soil solidified by water-glass alkali-activated fly ash geopolymer. Test results evinced that lime and fly ash together improved the particle gradation of saline soil, cut the pore size range, reduced the pore volume, and thus enhanced the compressive strength; water glass cemented the soil particles into agglomerates, reduced porosity and pore volume, and its compressive strength was markedly affected by concentration. The pore characteristics of saline soil solidified by water glass-lime fly ash were not optimal; but the compressive strength was the highest because hydration gel material formed by alkali-excited geopolymer filled the intergranular pores and improved the particle cementation condition. The solidification effect of alkali-excited geopolymer is affected by the degree of alkali-induced reaction. The higher the degree of reaction, the better the curing effect.
  • WU Lei-jie, YANG Xiu-juan, ZHANG Lu, FAN Heng-hui, YAN Wu-qing
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 84-89. https://doi.org/10.11988/ckyyb.20180770
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    Expansive soil is prone to trigger destruction of overlying structures due to characteristics of water absorption expansion and water loss shrinkage. We examined the physical and expansive properties of polyaluminum chloride (PAC) modified expansive soil via particle analysis test, limit moisture content test, free expansion rate test, expansion rate test, shrinkage test and SEM test. Results demonstrated that the clay particle content, hydrophilicity, liquid limit and plasticity index of PAC modified expansive soil decreased; and also the expansion and shrinkage indicators, inclusive of free expansion rate, non-loaded expansion rate, loaded expansion rate, linear shrinkage rate and volumetric shrinkage rate, of PAC modified expansive soil all declined within a certain amount of PAC admixture. A large amount of flocculants improved the structure of soil by filling the pores of soil and cementing soil particles. The mechanism of PAC modifying expansive soil lies in a large number of high valence [Al]m+ and [Alm(OH)n]3m-n flocculants ionized in water medium, which could reduce surface charge by ion exchange, electric neutralization, cementing adsorption and flocculation enmeshment, so that clay particles gather together to lower the expansion and contraction of expansive soil.
  • GUO Hui-min
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 90-94. https://doi.org/10.11988/ckyyb.20180841
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    During the construction and operation of reservoir, the repeated rise and fall of water level in the reservoir affects the safety of bank slope. The deterioration law of the mechanics properties of rock mass of bank slope under cyclic water saturation and drying was investigated in this research via triaxial compression test of sandstone in water level fluctuation zone. The concept of deterioration rate was introduced to explore the effect of water-rock interaction on sandstone's mechanical properties. And the deterioration mechanism of sandstone under water-rock interaction was analyzed by means of scanning electron microscope. Results demonstrated that the peak compressive strength of sandstone increased with the climbing of confining pressure under the same degree of water-rock interaction; under the same confining pressure, the peak compressive strength, cohesion, and internal friction angle all decreased with the proceeding of the wet-dry cycles, and such relationship accorded with exponential distribution. When the interaction between water and rock intensified, the minimum value of the deterioration rate of peak compressive strength tended towards 31.35%; cohesion, 30.61%; and internal friction angle, 15.37%. The fluctuation of water level had great influence on peak compressive strength and cohesion of sandstone. The relations between the deterioration rates of peak compressive strength, cohesion, and internal friction angle and the cycle number N also obeyed exponential distribution. Last but not the least, the mechanism of rock deterioration under water-rock interaction is studied based on the triaxial compression test result.
  • SHI Peng-chao, CHEN Jun, WANG Qi, ZHANG Yao-dan, WU Zhong-hu
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 95-99. https://doi.org/10.11988/ckyyb.20180642
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    In this study we aimed to investigate the influence of native bacteria on the strength of red clay. We cultivated the native bacteria in red clay and added this enrichment cultivated bacteria solution into remoulded red clay specimens. Through geotechnical test and electron microscopy test we examined the changes in physical and mechanical properties and microstructure of red clay. Results concluded that with the adding of bacteria, peak strength at failure and modulus of compression both increased with time and then declined. Meanwhile, SEM images showed that bacteria augmented the silty particle content in red clay, while reduced the clayey content. The research findings offer reference for further researching the influence of single bacteria on the physical and mechanical properties and microstructure of red clay.
  • HU Gui-yang, LIU Qing-bing, XU Zhen-hao, XIE Hui-hui
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 100-107. https://doi.org/10.11988/ckyyb.20180958
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    The mixture of bentonite and sand is an ideal buffer material for deep landfill disposal of nuclear waste. The swelling deformation of bentonite-sand mixture is an important parameter in evaluating the barrier system of disposal repository engineering. In this investigation, the swelling deformation of sodium bentonite mixed with sand was examined through compaction tests, loaded expansion ratio tests, and expansive force tests. Furthermore, the influencing factors on expansive deformation were analyzed in terms of microstructure via scanning electron microscopy. Results show that with the increase of sand dosage, the maximum dry density of bentonite-sand mixture also increases; also the compaction curve gradually evolves from being relatively flat and open to vertical and narrow, which means that the variation of dry density gradient of the mixture is affected markedly by moisture content. The expansion process of the mixture, in terms of the time curve, can be divided into three stages: the rapidly expanding stage, the decelerated expanding stage, and slowly expanding stage. Moreover, the relation between loaded expansive rate δ and time can be fitted by hyperbola; the relation between maximum expanding force and sand dosage follows exponential distribution. The microstructure of samples under different compacted conditions obtained from scanning electron microscope demonstrated that montmorillonite content of unit volume and microstructure are the fundamental factors influencing the expansion of bentonite-sand mixture.
  • HUANG Lin, WANG Yong, LI Jian, HE Wei, LI Xian-qin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 108-112. https://doi.org/10.11988/ckyyb.20180860
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    Bender-extender element test is performed to measure shear wave velocity of dry sand and compression wave velocity of deaerated water. Effects of different boundary constraints on the measurement result of shear wave velocity and compression wave velocity by bender-extender element test are investigated, and the causes of the results are explained. Test results of shear wave velocity are between the shear wave velocity of dry sand and the shear wave velocity of material of boundary constraints. The results of shear wave velocity are indeed affected by the material of constraints, length of constraints and thickness of constraints; but the results of compression wave velocity are less affected by boundary constraints. In tests with different materials of constraints, the results of shear wave velocity are related to the stiffness of the material of constraints. The smaller stiffness of the material, the smaller impact on the test results of shear wave velocity. The correlation of excitation frequency is independent of the boundary constraints and is only relevant to the soil. This study is conducive to obtain accurate test results of bender-extender element.
  • LUO Qiang, TANG Zhen, MA Ke-shuan, WANG Kui-yang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 113-118. https://doi.org/10.11988/ckyyb.20180968
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    The influence of sedimentary direction on the strength and volumetric change of dense sand was examined via series of triaxial conslidated drained shear test. Dense sand specimens with different sedimentary directions were prepared based on the capillary effect of sand. Test results revealed that sedimentary direction had obvious influence on the ultimate peak strength and volumetric deformation of sand when the direction changed between 0°~90°. When the sedimentary direction was close to the failure plane direction which is suggested as (45°+φ/2), the shear band of sample developed earlier, leading to easier failure with lower peak strength and earlier residual stage. Furthermore, a fitting formula reflecting the relation between sedimentary direction and peak strength is put forward. The formula-predicted result well coincided with test result under different confining pressures. Studying the influence of sedimentary direction on strength is of importance to the research of initial anisotropy of sand.
  • LIU Jie, XIE Xiao-kang, LAN Jun, GAO Su-fang, GAO Jin, WANG Fei
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 119-129. https://doi.org/10.11988/ckyyb.20181007
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    An accurate (millisecond level) prediction method for sandstone damage by determining the dynamic Poisson’s ratio is put forward in this paper. First of all, axial loading and unloading tests are performed on rock specimens under different waveforms at varied frequency on the prerequisite that failure does not occur. Tests reveal asynchronous lateral strain and axial strain, which give rise to dynamic Poisson’s ratio under cyclic loading and unloading. The time intervals of such asynchronous phenomenon are defined. The linear relations of dynamic Poisson’s ratio against instantaneous load, instantaneous transverse length, and instantaneous axial height under different load peaks are acquired without considering the asynchronous time. Hence, the fitting formula between relational coefficients and peak load can be obtained. Through only a small amount of test data at the peak of loading force, the linear relationship between dynamic Poisson’s ratio and relevant parameters at any peak load can be predicted. Furthermore, according to the linear relation between Poisson’s ratio and instantaneous lateral length, the equations and methods for volumetric strain and damage variable can be derived within allowable error range. The present model could precisely (at millisecond level) predict volumetric strain and damage variable of rock under cyclic loading and unloading with no need to measure displacement values when load type is known.
  • HUANG Dan, LI Xiao-qing, ZOU Jin-zhou, SONG Wen-chao
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 130-136. https://doi.org/10.11988/ckyyb.20180911
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    The distribution of flaws in rock has evident influence on the macro-and-microscopic mechanical properties and the evolution of microcracks of rocks. The smooth joint model was adopted to establish the rock model with different inclination angles based on the discrete element method (DEM) for uniaxial compression test. The stress-strain characteristics, microcracks development, distribution of energy dissipation in microscopic scale in the process of compression are studied. Results imply that the inclination angle of flaw is correlated with the stress-strain of the model, and also affects the evolution of microcracks. When the inclination angle of flaw is small, visible tensile cracks develop before peak strength is reached, and the cracks continue to grow after peak strength and other macroscopic cracks appear. On the contrary, when the inclination angle of flaw is large, the microcracks are mostly scattered before the peak strength, and surged to multiple cracks after the peak strength. Energy dissipation rule shows that the energy of rock is mainly stored in elastic energy through parallel bond. In the process of compression, the elastic energy decreases slowly and turns into frictional energy, damping energy and fracture energy. The proportions of such four kinds of energy are roughly equal at failure.
  • LIU Zhi-xi, LUO Ji-an
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 137-141. https://doi.org/10.11988/ckyyb.20180775
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    Constitutive model of rock damage under loading and unloading is the key to predict the long-term stability of pressure storage tank. Since pressure on surrounding rock changes repeatedly, few constitutive models can be applied at present. The micro-unit strength of rock obeys the distortion energy strength and the Weibull random distribution. In the light of this, we present a damage constitutive model which could describe the staged loading and unloading of rocks. Furthermore, we verified the constitutive model by experiments, analyzed the sensitivity of constitutive parameters according to test data, determined the physical significance of parameters and selected parameters which could reflect the staged loading and unloading. The physical meaning of damage constitutive model parameters is clear and easy to fit, suitable for practical engineering.
  • PENG Shu-quan, LIU Qin, BAO Zhuo-ran, FAN Ling
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 142-148. https://doi.org/10.11988/ckyyb.20180319
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    A novel constitutive model was presented in line with the ideal elasto-plastic rolling and twisting moment and the Mohr-Coulomb-maximum-tensile failure criterion. The model could reflect four failure modes: tensile failure, compression-shear failure, rolling yielding, and twisting yielding. The model was incorporated into PFC3D with secondary development to set up the equations of macro-and-mesoscopic parameters and to simulate the mesoscopic failure mechanism of Lac du Bonnet (LDB) granite in compression-shear test and tensile test. According to the results, the significant effects of particle rolling and twisting on the macro-cohesion and frictional angle of rock were observed. The macro-cohesion also increased to a constant value with the growth of mesoscopic ultimate moment and torque and meso-cohesion. The macroscopic internal friction angle increased with the increasing of mesoscopic ultimate moment and torque and mesoscopic frictional coefficient. The macroscopic tensile strength increased with the increase of microscopic tensile stress until reaching a constant value. The macroscopic elastic modulus and the Poisson’s ratio were mainly determined by mesoscopic elastic modulus of particles and their stiffness ratio. The numerical simulation result of LDB granite by the presented model was well consistent with indoor experimental results in terms of strength and deformation behaviors, compressive strength to tensile strength ratio as well as crack distribution. Before reaching to the peak value, the mesoscopic tensile cracks were dominant cracks in the LDB granite extending in an “X” shape from the end of specimen towards the middle of specimen under the condition of vertical-low pressure. Under the conditions of vertical pressure close to the peak value or exceeding the peak value, meso-cracks of compression-shear, and meso-failure of rolling and twisting were found. The cracks developed from the bottom to the top of specimen, with dip angles equal to the macro failure angle of LDB granite. And that reveals the mesoscopic mechanism of macro-cracks of LDB granite.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • WANG Yong-xia
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 149-155. https://doi.org/10.11988/ckyyb.20180748
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    In order to reduce the amount of cementitious materials in ultra-high performance concrete (UHPC), we prepared UHPC specimens containing coarse dolomite aggregate (CDA) and investigated the effects of CDA content and steel fiber volume on compressive strength, flexural strength, elastic modulus, uniaxial tensile property and abrasion resistance of UHPC. Results revealed that with the increase of CDA dosage, the elastic modulus improved significantly, the compressive and flexural strength of UHPC increased firstly but then decreased. On the one hand, as the volume of steel fiber increased, the uniaxial tensile property of UHPC were enhanced, wherein improving the compressive strength, first cracking strength, post cracking strength and energy absorption capacity of UHPC. On the other hand, the mass loss and depth of abrasion reduced with the increase of steel fiber content which represents the optimization of abrasion resistance of UHPC. When the dosage of CDA was 200 kg/m3 and the volume of steel fiber was 1.5%, the comprehensive performances of UHPC reached the optimum.
  • HANG Mei-yan, MA Gang, LU Xue-tao
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 156-160. https://doi.org/10.11988/ckyyb.20181313
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    To better use aeolian sand as auxiliary cementitious material, we prepared specimens by grinding aeolian sand together with different activators respectively to test the compressive strength of cemented aeolian sand powder. Results demonstrated that the activation effect of alkali and alcohol-amine activators on aeolian sand powder is better than that of sulfate activator when 30% cement is replaced by aeolian sand powder in an identical proportion. Composite activator determined by orthogonal test could enhance the 7 d compressive strength ratio of the cemented sand specimen by 11% and the 28 d ratio by 13%. Furthermore, we found abundant interlaced fiber cluster C-S-H gel and slender columnar AFt crystal from the SEM images of the 28 d hydration products of aeolian sand powder. A spatial reticular structure is formed and pores are filled, which compacts the structure of the cemented sand specimen.
  • GAO Feng, LOU Zong-ke, XIAO Min
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 161-165. https://doi.org/10.11988/ckyyb.20181019
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    The lining structure of U-shaped canal has favorable integrity and adaptability to frost heave damage; but in winter these canals are still at high risk of frost heave damage. In consideration of the non-linear characteristic of the interface between foundation frost soil and concrete lining as well as the plasticity of frozen soil and concrete lining, we put forward a thermo-mechanical coupling numerical model for U-shaped lining canal, through which the contact mechanical behavior between the foundation and concrete lining such as squeezing, separation and glide can be analyzed. By taking Yuanxiabei main canal in Baojixia irrigation district as prototype canal, we simulated the frost heave damage of the canal in two conditions (considering and not considering the contact between foundation and lining). Results unveil that the simulation results of the model considering the contact are more consistent with the measured values of the prototype, and better explains that the frost heave of U-shaped channel is the smallest at the junction of the channel bottom and the shady slope. The maximum plastic strain of concrete with contact is 3.76 times that without contact. In addition, the normal frost heave force and tangential freeze force considering contact are more uniform, with the maximum values reducing by 1.5~3.0 times. Stress concentration is weakened, which better reflects the interaction between the slip deformation and failure criteria between the concrete lining slab and the canal foundation soil.
  • INFORMATION TECHNOLOGY APPLICATION
  • CHEN Wen-long, HOU Yong, LI Nan, ZHONG Cheng, AMU La-du, CHEN Chen, SUN Ji-xing, LI Hui
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 166-171. https://doi.org/10.11988/ckyyb.20180715
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    The earthquake of Nepal in 2015 and its aftershocks caused many landslides with its enormous destruction posing huge potential threats to residential lives and properties in the affected regions. Rapid and accurate detection of post-earthquake landslide is in urgent demand. Traditional pixel-based change detection methods, however, delivered a large amount of over-recognized objects. In view of this, a principal component analysis (PCA) based change detection method was proposed to recognize post-earthquake landslides. Katmandu, the capital and largest city of Nepal, was selected as the study area. First of all, to remove noise and abundant information, an orthogonal transformation was applied to before-earthquake and post-earthquake Landsat-8 images of Katmandu respectively. In subsequence, converted set of features, as the first principal component (PC1), was used for change detection. Last but not the least, non-landslides were eliminated by NDVI, PC3 and slope feature from previous results. Validation of the detected results with high-resolution images from Google Earth shows that the proposed method is able to identify landslides with relatively high accuracy (93.0%). And it also proves the applicability of Landsat-8 satellite imagery for landslide mapping with its multispectral information. The post-earthquake landslides are generally found in areas of large surface slopes (between 20° and 50° ) of the Sun Koshi Valley, which is in the Northeast of the study area. The research findings suggest that the proposed method is effective in identifying post-earthquake landslides, thus assisting post-earthquake rescue and reconstruction.
  • FENG Yan-min, ZHANG Xue-yuan, LI Ming, HUANG Zhuo
    Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 172-178. https://doi.org/10.11988/ckyyb.20181005
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    In an attempt to improve the accuracy of stability calculation for power system and the scientificity of test unit’s production operation by power grid dispatch, control parameters testing and modelling for the turbine governing system of a 300 MW mixed flow hydropower unit were performed as a case study. On the basis of the hydraulic machinery features of the test unit and the actual control logic of the governing system, the electrical control, hydraulic system and prime mover of the governing system were modeled using MatLab/Simulink. The nonlinearity of the governing system caused by dead time, limit, delay and nonlinear functions and the convenience of simulation were both considered in the modelling. In particular, for the prime mover, the model of power system analysis software package (PSASP) and the user-defined model were established respectively. The model parameters were measured and identified. The model of PSASP and the user-defined model were comparatively analyzed and the results showed that the user-defined model parameters could better reflect the dynamic response characteristics of the test unit. The research finding provides references for the improvement and development of power system stability calculation for hydropower units.
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