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01 January 2022, Volume 39 Issue 1
    

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  • Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 0-0.
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  • SPECIAL CONTRIBUTION
  • YUAN Xing-zhong
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 1-9. https://doi.org/10.11988/ckyyb.20210561
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    The seasonal fluctuation of water level after the impoundment of the Three Gorges Reservoir has brought great environmental stress to the water level fluctuating zone. How to restore the water level fluctuating zone and optimize its ecosystem service function? Nature-based solution is an important approach. In this paper, the design strategy and technical framework of ecosystem restoration for the water level fluctuating zone of Pengxi River Basin in the Three Gorges Reservoir Area were expounded as a case study. In line with over a decade of practice in ecosystem restoration of water level fluctuating zone, the comprehensive application and effectiveness of nature-based technologies were analyzed. Such technologies include: the selection of flood resistant plant species, the establishment of plant provenance bank, the construction of near-natural plant community, multi-functional dike ponds, wetland woods complexity, multi-dimensional wetlands and collaborative restoration technology involving terrain,sediment,plants and animals in the fluctuating zone. The results manifested that the selected plants had good flood resistance and survival status, plant community structure in the restored fluctuating zone was stable, biodiversity was improved and non-point source pollution was reduced significantly. The nature-based practice of ecosystem restoration in Pengxi River Basin has solved the problem caused by large-amplitude water level change and deep-water inundation in winter, and creatively constructed a technical system of ecosystem restoration in the water level fluctuating zone of reservoir. The research findings offer a popularized and reproducible technical method and practical model for the ecological restoration of fluctuating zone of large lakes and reservoirs.
  • RIVER-LAKE PROTECTION AND REGULATION
  • CHAI Zhao-hui, WANG Xi, QU Geng, HUANG Wei-dong
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 10-15. https://doi.org/10.11988/ckyyb.20201180
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    The channel stability and change trend of Xuliujing node reach are of pivotal importance in the evolution of the Yangtze River Estuary as it controls the material flux and the diversion and sediment distribution of the north and south branches of the Yangtze River Estuary. The stability of the channel in Xuliujing node reach and its influencing factors were studied via measured data analysis and physical model test. Results demonstrated that: 1) before 1992, the river channel in Xuliujing reach shifted to the right; from 1992 to 2018, the evolution of the river channel attenuated, displaying a small upward and downward trend on horizontal scale, and a slow downward trend on vertical scale. 2) In future, the pattern of shoal and trough in Xuliujing node reach would remain stable in general; the channel would be dominated by scour and develop towards the downstream; big floods will see conspicuous adjustments of local beds—a new -30 m trough will appear 910 meters downstream of the existing -30 m channel under the condition of 2009-2018 plus one-in-100-year hydrological years. 3) In early stage, the overall stability of Xuliujing reach is mainly affected by enclosure project, upstream and downstream river regime, and flood, while in recent years, it is mainly affected by sediment reduction of the river basin. Flood and human activities are major influencing factors of local riverbed stability.
  • WATER RESOURCES
  • LI Xiao-dong, WANG Yong-qiang, LIU Wan, XU Ji-jun, QU Si-min
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 16-22. https://doi.org/10.11988/ckyyb.20200971
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    Global warming has brought about great uncertainty to the temporal and spatial evolution of precipitation in the headwaters of the Three Rivers on Qinghai-Tibet Plateau. The temporal and spatial evolution of precipitation in the headwaters region need to be analyzed in response to climate change. According to observed precipitation data from 1967 to 2019 at three representative stations, namely, Maduo, Dari and Banma in Guoluo Prefecture, a typical region in the headwaters, we investigated comprehensively the temporal and spatial evolution of precipitation from perspective of trend, abrupt change, periodicity and spatial distribution by using Mann-Kendall trend test, R/S analysis, Mann-Kendall abrupt change test, moving average difference detection, wavelet analysis and Kriging interpolation. Results unveiled that the M-K statistic Z value of areal average precipitation from 1967 to 2019 in Guoluo reached 4.96, and the linear tendency rate 4.01 mm/a, showing a significant increasing trend; Hurst index amounted to 0.90, indicating that the trend was strong. Abrupt change occurred in 1980-1981, which raised the interannual areal average precipitation in Guoluo by 55%. A periodic variation of 28 a was detected as the first major period. The spatial contour of areal average precipitation saw a progressive increase from 293 mm in the northwest to 693 mm in the southeast. Moreover, precipitation varied remarkably with elevation. The average precipitation in areas above 4 200 m above sea level was about 370 mm, and areas above 3 500 m above sea level and valley regions around 560 mm. The research findings offer an important scientific basis for accurately analyzing the causes of climate change and the hydrological cycle in the headwaters of the Three Rivers.
  • WEN Tao, CUI Xian-ze, FAN Yong
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 23-31. https://doi.org/10.11988/ckyyb.20200828
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    The reasonable layout of well group for ground-source heat pump system is studied in the purpose of improving the efficiency of ground-source heat pump and in the meantime avoiding heat penetration during refilling and pumping. A 3D model of the pumping and recharging system for ground-source heat pump is established using COMSOL Multiphysics software to simulate the water temperature in wells of three different layouts (aligned, staggered, and cross-row layouts) with different well spacings. The optimal layout of well group is selected according to the degree of heat penetration. Results demonstrate that: no matter how the well spacing changes, the temperature in the central well changes the most drastic, subject the most to thermal penetration; in the same layout, a wider spacing between pumping wells results in a smaller change of water temperature and a slighter heat penetration. When the pumping and recharging wells are arranged in alignment, heat penetration during the operation of the system occurs the latest with the least impact. When the well spacing is 100 m, the water temperature of well No.4 under both working conditions changed by 0.03 K, whereas that in well No.5 climbed by 0.07 K and dropped by 0.06 K respectively in the two working conditions, and well No.6 raise by 0.02 K and fell by 0.03 K, respectively. In conclusion, a spacing of 100m is recommended to be the optimal.
  • WANG Fa-qiang, FU Xiang, QIN Jia-nan
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 32-38. https://doi.org/10.11988/ckyyb.202000840
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    The water use benefit function indicates the characteristics of economic benefits varying with water use. According to the panel data of water use and economic growth indicators of five regions in Tangbai River Basin from 2000 to 2018, we analyzed quantitatively the relation between water use benefits and water use using the fixed effect model through regression calculation with the cross-section weighted least square method and the seeming unrelated regression. We obtained the water use benefit functions for the whole basin and for different industries in the basin. Our findings suggest that the relation curve of per capita added value of farming, forestry, animal husbandry and fishery against agricultural water use displays an inverted N-shape; per capita industrial added value increased with industrial water use; the relation curve of per capita GDP against total water use displayed a U-shape. The water use and economic benefits of different industries varied remarkably among different regions, hence calling for varied water use strategies. The research findings offer reference for water management and water resources allocation in Tangbai River Basin.
  • WATER ENVIRONMENT AND WATER ECOLOGY
  • LIU Ying, WANG Zhong-mei, YANG Xiu-li, LUO He-ping, LI Zong-fa
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 39-46. https://doi.org/10.11988/ckyyb.20200877
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    The aim of this study is to clarify the chemistry characteristics of karst groundwater in the eastern part of Gui'an new area of Guiyang, China. The correlation among water quality parameters and the spatial distribution of major ions were examined using SPSS, ArcGIS,MapGIS, and Origin based on the water chemistry test results of 50 groups of water samples and 68 sets of data in the study area. The groundwater chemistry characteristics of the study area were analyzed using the Shoka Lev's classification, Piper's plot, Gibbs plot, and ion ratio diagram. Results manifest that: 1) Ca2+ and HCO3- are dominant ions in the study area; Na+,SO42-, F-, and NO3- are of strong spatial variability, and TDS has a good correlation with each component.2) HCO3-Ca,HCO3-Ca·Mg,and HCO3·SO4-Ca are major groundwater types, of which HCO3-Ca·Mg type accounts for 32.2%, the largest proportion. 3) The content of Mn, Fe, Al, and NH4+ exceed groundwater quality standards and are mainly distributed in the Triassic Anshun Formation in the study area (T1-2a), Daye Formation (T1d) and other gypsum-salt-bearing formations, with Mn exceeding the standard by 8.47%. 4) Groundwater is in the rock-weathering control zone where the rock-salt-bearing formations are dominated by leaching and cation adsorption and the dissolution of Carbonate rock, which is the major source of Ca2+ and HCO3-, and the major reflection of water-rock interaction.
  • LUO Hui-ping, ZHAO Ke-feng, CAO Hui-qun, JING Zheng
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 47-55. https://doi.org/10.11988/ckyyb.20200982
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    Scientific understanding and reasonable calculation of water's assimilative capacity is of crucial significance to the pollution reduction and the red-line management of water functional area. We summarized the existing connotations, calculation methods, principle selections, design conditions and parameter determining of water's assimilative capacity based on systematic investigation of a large number of documents, reports, books, specifications and articles related to the calculation theory of assimilative capacity. We also discussed the advantages and shortcomings as well as their applicability. In addition, we put forward the development directions: refining and strengthening the rationality analysis and verification of the calculation of assimilative capacity; promoting the coupling research of hydrology, hydrodynamics, water quality and pollutant carrying capacity. The research offer reference for the scientific, reasonable and accurate calculation of assimilative capacity of water body.
  • WATER-SOIL CONSERVATION AND ECOLOGICAL RESTORATION
  • CHEN Zhi-kang, ZONG Quan-li, CAI Hang-bing
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 56-62. https://doi.org/10.11988/ckyyb.20200861
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    In the purpose of exploring the effect of vegetation roots on riverbank erosion process, the contribution rate of different vegetation roots to riverbank erosion protection was examined via indoor flume experiments. The undisturbed soil samples were taken from the banks of the Tarim River in Xinjiang, and the roots of local dominant shrubs Tamarix ramosissima and Populus arbores were selected as research objects. Results demonstrated that: (1) Rootless river bank mainly suffered from arc-shaped erosion with insufficient anti-scouring ability in the lower part, while rooted river bank mainly saw triangular erosion with strong anti-scouring ability in the lower part and good stability in the upper suspended layer. (2) The soil-fixing effect of the root system enhanced the impact resistance of river bank by 12%-42%. Given the root system of the same vegetation, the soil-fixing ability of the river bank differed remarkably with the arrangement of the root system: V-shaped root system had a superior soil-fixing effect than vertical system. Tamarix ramosissima root system had a better soil-fixing ability than Populus euphratica by 27% on average. (3) Root-soil cemented collapse body accumulated mainly in a triangular shape, and the proportion of accumulation is larger than that of non-rooted collapse; Tamarix ramosissima root cement collapse decomposed in a smallest rate. In addition, the root traction coefficient can be used to reflect the contribution of roots to riverbed protection, and can be estimated as 1.15~2.52 in calculation. The research findings offer theoretical basis for the slope protection of the Tarim River.
  • DU Wei-hong, WU Tian-zhong, HUO Ai-di, GUAN Wen-ke, WEI Hong
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 63-69. https://doi.org/10.11988/ckyyb.20200873
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    Based on the MODIS satellite image data and field survey from 2010 to 2019, we accomplished the remotely-sensed monitoring of soil moisture in the main stream of Tarim River from a macroscopic perspective with the support of geographic information technology. Results revealed that the reflectance of MODIS band 7 was negatively correlated with soil moisture. Soil moisture in the upper, middle and lower reaches of the main stream of Tarim River varied greatly in space and time during the year. By comparing different river reaches in the same time period, we found that the soil moisture in the upper reaches of Tarim River was higher than that in the middle reaches and that in the lower reaches in sequence. Meanwhile, by comparing different time periods of the same reach, we discovered that the increment of soil moisture in the upper reaches was larger than that in the middle reaches and lower reaches in sequence. Moisture of soil (0-10 cm) in the main stream of Tarim River varied markedly among seasons. In 2019, the maximum soil moisture (6.29%) occurred in June, while the lowest (around 4.16%) in February. In the past decade, each February and lower reaches witnessed the biggest changes in soil moisture data, with the CV both exceeding 15%.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • SHAO Zhu-shan, ZHANG Peng-ju, ZHANG Zhe, WEI Wei, QIAO Ru-jia
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 70-77. https://doi.org/10.11988/ckyyb.20200874
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    With the development of tunneling engineering, the number of tunnel projects gradually increase with long distances, deep burial depths, and complicated geological conditions, therefore safety problems of the construction also increase. Advanced geological prediction is a key guarantee for the safety of tunnel construction. Researchers all over the world have carried out theoretical analysis, model simulation and experimental research to improve the accuracy of geological prediction. In this paper we summarize the research progresses of advanced geological forecasting techniques, such as geological analysis methods, seismic wave methods, electromagnetic methods, and electrical methods. We analyze the principles as well as advantages and shortcomings of these methods, and discuss the advanced geological prediction technology within TBM construction process. We propose a comprehensive geological prediction system based on five principles: combining geological survey and geophysical prospecting; combining long, medium and short distances; considering both inside and outside of the tunnel; integrating qualitative and quantitative analysis; incorporating empirical method and expert system analysis. Moreover, we discuss the research focus and future directions with seismic interference method in the purpose of offering reference for promoting the application and development of advanced geological prediction technology in tunnel engineering.
  • ROCK-SOIL ENGINEERING
  • OU Xiao-duo, HUANG Zhong-zheng, JIANG Jie, LUO Fang-zheng, LIANG Ya-hua
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 78-85. https://doi.org/10.11988/ckyyb.20200921
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    With a deep foundation pit project of Nanning Metro Line 4, we studied the supporting characteristics of double-row piles in round gravel mudstone composite stratum in Nanning using ABAQUS finite element software and field monitoring data, and concluded that double-row piles are well applicable in the round gravel mudstone composite stratum. We further investigated into the influence of pit-in-pit excavation on double-row piles under the conditions of different soil strength weakening percentages and the variations of pit toe coefficient and depth ratio around thresholds. Our findings suggest that the weakening of soil strength has the greatest influence on the supporting effect of double-row piles, followed by pit toe coefficient and depth ratio in sequence. Meanwhile, we propose to take whether the maximum increase percentage of lateral displacement of double-row piles exceeds 20% as the criterion to assess the influence degree of inner pit excavation on the safety and stability of foundation pit. In addition, by analyzing the failure modes and causes of the foundation pit under corresponding working conditions of each parameter, we gave corresponding countermeasures.
  • WANG Gui-lin, WANG Run-qiu, SUN Fan
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 86-93. https://doi.org/10.11988/ckyyb.20200917
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    Studying the meso-cracking evolution of rocks is of help to reveal the macro-cracking mechanism. Based on numerical simulations using block discrete element GBM (Grain Based Model), we proposed a method of calibrating mesoscopic parameters of the GBM rock specimens through analyzing the influence of inter-granular contact parameters on the rock macro-parameters under uniaxial compression tests and straight-pull tests. Using the present method, we further investigated into the evolution of transgranular cracks and grain-boundary cracks between different minerals of granite under uniaxial compression, and compared the numerical results with laboratory test results. Our findings revealed that the Poisson's ratio and elastic modulus of rock can be calibrated by using inter-granular contact stiffness, and the peak strength of rock can be calibrated by inter-granular tensile strength, cohesion and friction angle. The tensile strength of rock is affected most remarkably by the inter-granular contact tensile strength. The numerical simulation results of granite under uniaxial compression are consistent with laboratory tests: the number of transgranular cracks is significantly smaller than the number of grain-boundary cracks, and the quartz-biotite grain-boundary cracks are larger than feldspar-biotite grain-boundary cracks. In conclusion, the block discrete element GBM with improved calibration method can well simulate the behavior characteristics of grain-boundary cracks and transgranular cracks in rockmass as it considers the contact effect of bearing plate and the calibration of rock's peak strength.
  • LIU Wei, CHEN Ling-wei, ZHANG Qing-hua, HUANG Jia-ming, WU Long-fei
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 94-99. https://doi.org/10.11988/ckyyb.20200786
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    The distribution characteristics of soft clay in Nansha, Guangzhou were examined based on the data of 4 280 boreholes with high density and uniform distribution in association with the coastal history of Guangzhou and 14C test results. According to the genetic age and sedimentary characteristics, the soft clay in Nansha was divided into two layers. The upper layer was formed in Holocene, whose 14C age was 1 500-8 500 years, and the lower layer was formed in Pleistocene, whose 14C age was 34 000-42 000 years. The engineering properties of the two layers were systematically compared via statistical analysis on the physical and mechanical parameters. The research results unveiled that the soft clay in Nansha covers an area of 718 square kilometers, accounting for 91.6% of its total area, with an average thickness of 15-20 m. In general, the soft clay in Nansha is of high water content, large void ratio, low shear strength, strong compressibility and weak permeability. Compared with the lower layer, the upper soft clay has higher thickness, void ratio, pore ratio and compression coefficient, lower shear strength and less fine sand content.
  • JIANG Guan, FENG Zhong-ju, ZHAO Rui-xin, WANG Fu-chun, WANG Zheng-bin, ZHANG Zheng-xu
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 100-106. https://doi.org/10.11988/ckyyb.20201003
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    Composed of working load and ultimate load, the characteristic load of prestressed anchor cable is a critical basis for judging the anchoring effect of anchor cables. The load transfer mechanism of prestressed anchor cable is examined according to the load-incremental displacement curve obtained from six groups of in-situ pull out destructive tests. The method of determining the characteristic load of prestressed anchor cables is also proposed. The whole process of cable in pull load are divided into four stages: the fastening of external anchor segment, the drawing of outer anchor segment, the drawing of free segment, and the sliding of anchorage segment. The working load of anchor cable is determined as the average value between the upper and lower limits of the inflection point of the stage of free segment drawing, while the ultimate load is determined according to the steep increment point of pull-out curve, corresponding to that at incremental displacement 3 mm. In addition, numerical model of the pull-out test is also established using FLAC3D to analyze the shear stress distribution of cable-grouting body and coupling body-rock interface in anchored segment, verifying the accuracy of the ultimate load displacement criterion.
  • LU Gong-chen, ZHU Quan-peng, ZHOU Lin-lin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 107-113. https://doi.org/10.11988/ckyyb.20200954
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    Determining the incipience of accelerated creep stage of rock is still a difficulty at present. With energy dissipation rate as a control threshold, we divided the creep of rock into critical segments in consideration of creep rate to reflect the whole process of creep. By applying the Perzyna viscoelastic-plastic theory to the Cvisc element model, we established a creep constitutive model to determine the incipience of accelerated creep stage and expanded into three-dimensional scale. Furthermore, we conducted triaxial compressive creep test on sandstone to analyze creep rate change, isochronous stress-strain relation, and extract critical segment parameters. In the meantime, we collected creep test data of mudstone and frozen soft rock in previous studies. We applied the proposed model to identify the aforementioned creep test data of sandstone, mudstone, and frozen soft rock. By comparing the test data with the modelled data, we verified the rationality and applicability of the model in characterizing creep behavior. The research findings offer a novel idea for creep staging and mechanics modelling.
  • XUE Kai-xi, ZHOU Chao-hui, TIAN Xing-hua, DUO Hui-hui, DING Chen, CAO Kai, QI Xiao-hong
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 114-121. https://doi.org/10.11988/ckyyb.20200939
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    In geotechnical engineering practice, the specific classification of a clay soil is generally determined by measuring its liquidity and plasticity index, and the basic engineering properties of the soil are determined accordingly. However, the liquid-plasticity limit (LPL) method recommended in the Standard for Geotechnical Test Methods (GB/T 50123—2019) has some shortcomings as the soil samples produced by the method differ significantly in dry density, which makes the data points obtained during the test discrete in the double logarithmic coordinate axis. In this paper, a new test method, the vertical penetration stratified sampling liquid-plastic limit joint test method, is developed by improving the liquid-plastic limit joint test method recommended in the national standard. The proposed method is more rigorous in the preparation of soil samples and shows a good linear relationship on the double logarithmic axis. The boundary moisture content of four soil samples, namely, reticulated red soil, brown caliche, silt loam and tidal soil, is tested in house to verify the uniformity of dry density and the richness of moisture content distribution levels of the prepared samples. Comparison between the proposed method and standard-recommended method as well as plate shear test result further verify the rationality of the present method.
  • XIONG Yu, DENG Hua-feng, PENG Meng, QI Yu, LI Tao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 122-126. https://doi.org/10.11988/ckyyb.20200988
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    The aim of this research is to compare and analyze the reinforcement effect and mechanism of different types of fibers. Four commonly used synthetic fibers, namely, basalt fiber, polypropylene fiber, polyester fiber, and glass fiber, were selected to prepare five groups of reinforced loess specimens for direct shear test by controlling water content, dry density, fiber length, and fiber content. Results demonstrated that: 1) before fiber reinforcement, the curves of shear stress versus shear displacement of loess displayed evident strain softening features; after fiber reinforcement, the strain softening turned into strain hardening. 2) Fibers escalated the shear strength of soil. Among the tested four fibers, basalt fiber has the best reinforcement effect by enhancing the cohesion and internal friction angle of soil by 52.03% and 24.30%, respectively, followed by polypropylene fiber with an increment by 45.94% and 16.01%, respectively. 3)The improvement of the cohesion of reinforced soil is related to the cohesive force of fiber-soil interface and the tensile strength of fiber itself; the increase of internal friction angle is mainly related to the interface friction between fiber and soil. Basalt fiber is of rough surface and large tensile strength, which significantly improves the shear properties of reinforced soil.
  • LIU Yi-lin, WANG Chuang-ye, LI Xin-hao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 127-133. https://doi.org/10.11988/ckyyb.20200837
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    The fracture and deformation mechanism of sandstone under water-rock interaction was investigated via uniaxial compression acoustic emission (AE) experiment and infrared radiation (IR) observation experiment on both natural and saturated sandstone specimens. The influence of water on the mechanical properties as well as AE and IR changes of sandstone were examined through analyzing the axial stress, AE energy rate, fractal dimension, IR frequency histogram and partial degree of each transformation stage. Results demonstrated that the mechanical properties of sandstone such as compressive strength and bearing capacity were evidently weakened by water. Water inhibited the AE activity and crack development scale of sandstone as reflected by larger average peak energy rate, larger amplitude and longer duration of active energy release phase, as well as better synchronicity of energy rate and stress of natural samples than those of water-saturated samples. The correlation dimensions of AE energy rates of both natural and water-saturated sandstone specimens changed in a cyclic upward-downward trend. The AE of water-saturated samples responded to the discrete disordered development and aggregation ordered development of cracks later than that of natural samples, and the release of energy rate was more disordered than that of natural samples. In the meantime, water enhanced the sensitivity of IR, as reflected by the gradual increase in heating area of water-saturated samples during loading and the large heating area of rock surface during failure. On the contrary, natural samples saw slight and unstable temperature changes during loading, and only some high-temperature points during failure. However, both natural and water-saturated specimens experienced a calm period of temperature change before the peak stress.
  • QI Yu, DENG Hua-feng, LI Guang-ye, XIONG Yu, LI Tao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 134-138. https://doi.org/10.11988/ckyyb.20200899
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    Quantitative characterization of the roughness of rock mass structural surface has always been a focus in geotechnical engineering. In the light of previous characterization methods combined with scanning results of the three-dimensional topographic features of structural surface, we propose to characterize the first-order undulating structure by average undulation angle and average relative undulation amplitude, and the secondary fine rough structure by area expansion rate. We further established the correlation between the three-dimensional roughness coefficient of structural surface and the topographic parameters. Verification analysis demonstrate that the proposed method takes into account the influence of both the first-order undulating structure and the secondary fine rough structure. The calculated shear strength of structural surface is in good agreement with test value. The research finding is expected to provide reference for quantifying the roughness and estimating the shear strength of structural surface.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • LI Yang, JIANG Ke, ZHANG Zhen-zhong, HUANG Ming-hui
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 139-145. https://doi.org/10.11988/ckyyb.20201023
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    In this study, Na2SO4 (Na alkali) and K2SO4 (K alkali) were added to adjust the total alkali content of low-heat Portland cement (LHPC), medium-heat Portland cement (MMPC) and ordinary Portland cement (OPC) to 0.8% and 1.2%. The effects of different alkali sulfates on autogenous shrinkage and dry shrinkage of cement-based materials with different mineral compositions were investigated. The mechanism of different alkali sulfates affecting the autogenous shrinkage and drying shrinkage of different cement-based materials was also revealed via microcalorimetry, mercury intrusion porosimetry (MIP) and nuclear magnetic resonance (NMR). Results indicate that 1) alkali sulfates promote the shrinkage of different cement-based materials. At the same content of alkali sulfate, LHPC has a low autogenous shrinkage rate and OPC has a high autogenous shrinkage rate; but as for drying shrinkage, OPC has the smallest rate and MHPC has the largest rate. 2) In different cement-based materials, the promotion effect of K alkali is higher than that of Na alkali and such promotion effect intensifies with the rise of alkali content. When alkali content is 0.8%, the promotion effect of K alkali is more than 1.1 times that of Na alkali; when alkali content reaches 1.2%, the promotion effect of K alkali is over 1.3 times that of Na alkali. Microscopic test also manifested a larger promotion effect of K alkali than Na alkali: K alkali promotes the hydration of cement, enhances the content of pores with a size smaller than 50 nm, and is related to the transfer of Al atoms into C-S-H chain.
  • SHEN Si-chao, XIE Zhi-qiang, WANG Shou-hao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 146-154. https://doi.org/10.11988/ckyyb.20210843
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    Sluice is a large-volume concrete structure with thin walls. Practice have shown that concrete sluice structure constructed in low-temperature season is subjected to surface cracks in the early stage of pouring if no temperature control measure is taken, and such surface cracks would penetrate through in later stage. To clarify the influence of temperature control measures on the temperature field, stress field and cracking risk of the sluice is the prerequisite of determining temperature control indices and formulating anti-cracking measures. With a sluice project under construction in low-temperature season as a case study, we examined the spatial and temporal characteristics of temperature field and stress field by simulating the construction process using 3D finite element method. On this basis, we analyzed the sensitivities of stress to pouring temperature, surface temperature preservation, and water cooling. Results manifested that single measure has limited effect. Multiple measures including temperature-control pouring, surface temperature preservation, and water cooling must be coordinated to effectively control the temperature stress of the sluice and avoid cracks.
  • INFORMATION TECHNOLOGY APPLICATION
  • SONG Pu-bin, WANG Ben, WANG Chang, LIU Xiang
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 155-159. https://doi.org/10.11988/ckyyb.20210591
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    With the implementation of rules for graded cybersecurity protection, the requirements for cybersecurity issues has been increasingly high. The aim of this research is to meet the demands of information construction in Yangtze River Scientific Research Institute, improve the insufficient security defense capability, and solve the problems of aging function, old-fashioned interface and unfavorable compatibility of portal website. In view of this, we proposed to realize responsive page design through Bootstrap front-end framework. Meanwhile, according to the graded protection of cybersecurity 2.0 standard, we optimized and upgraded the website system in terms of graded protection evaluation, website UI design, application function development and other aspects. Application tests verified that the system runs stably with clear interface and sound compatibility, reaching the standard of level II graded protection, hence guaranteeing the network security.
  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES
  • LI Jian-zhou, ZHANG Jin-sheng, CAO Hao, LIU Yuan, LI Li-ping, HU Lei
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 160-164. https://doi.org/10.11988/ckyyb.20200945
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    With the improvement of the precision of measuring robot, the precise trigonometric elevation measurement has been widely used in river-cross leveling. Based on the exact formula of precise trigonometric height measurement and the error propagation law, the formula of measurement error is derived in this paper. Controlling the height angle and measuring distance of instrument could improve the measuring accuracy and reach the second-class leveling accuracy. The present method was applied to the left and right bank elevation survey of Datengxia hydro-junction project, and results demonstrate that the method meets the requirements of second-class leveling accuracy and enhances working efficiency. The application results can be used for reference in similar river-cross leveling.
  • LU Xing-sheng, WANG Nian-qin, WANG Zi-yu
    Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 165-170. https://doi.org/10.11988/ckyyb.20200893
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    The rotation azimuth of slope surface points can effectively reveal the evolution process of landslide deformation. We independently developed a measuring instrument for the rotation azimuth of slope surface points. Moreover, we revealed the response characteristics of multi-point rotational azimuth in the process of landslide breeding. We installed two measuring instruments respectively on the surface of the physical loess landslide model's back edge, middle edge and front edge. In the experiment, we simulated the influence of irrigation water infiltration on slope deformation with continuous long-time irrigation. Our findings manifested that: 1) with the continuous infiltration of irrigation water, seepage passages inside the slope body developed and expanded steadily, and the seepage flow at the bottom of the slope foot increased from 24 mL/min to 1 515 mL/min, showing a double exponential growth trend. 2) In the process of landslide evolution, cracks occurred firstly in the middle-to-back part of the slope, developing perpendicular to the direction of slope surface. At 1#, 2#, 3# and 4# points, the rotational azimuth increased gradually in a linear trend. Penetrating the back edge of slope, cracks developed gradually in the front edge, and the rotational azimuth at points 1# and 2# surged, with the soil mass been extruded. 3) The extrusion of soil in the front edge changed the stress state and seepage path of the slope body, resulting in the plummet of rotation direction at points 3# and 4# in the middle of slope body as well as the extrusion of soil in the middle and back edge, which gave rise to a second sliding. 4) According to the change trend of rotational azimuth of surface points, the evolution of irrigated loess landslide can be summarized into three stages: stable breeding stage, steady deformation stage, and accelerated destruction stage, of which the stable breeding stage accounted for 99.5% of the total landslide duration, steady deformation stage 0.2%-0.3%, and accelerated destruction stage only lasted for 10-15 seconds, a further sign of abruptness of irrigated loess landslide.