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01 February 2022, Volume 39 Issue 2
    

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  • Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 0-0.
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  • SPECIAL CONTRIBUTION
  • CHEN Jin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 1-6. https://doi.org/10.11988/ckyyb.20211257
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    With the continuous advance of China's national ecological civilization construction, ecological compensation, as an important mechanism, has attained positive progress in both research and practice. Based on the cases and practices of basin-scale horizontal ecological compensation in China, the connotation, object, standard and mode of ecological compensation in the Yangtze River Basin are analyzed preliminarily, and suggestions on the types and difficulties of several urgently needed basin-scale ecological compensation are put forward. The analysis manifests that regardless of block nature reserve or ecological compensation of water flow and water ecology across administrative regions, multi-factors and multi-interest subjects in the basin should be considered comprehensively. Moreover, the compensation standard should be determined among ecological service value, protection cost plus development opportunity cost or environmental quality improvement increment according to the type and importance of protected areas. In addition, during the implementation of compensation projects, the compensation elements and assessment indicators need to be optimized dynamically to promote the sustainable development of ecological compensation.
  • RIVER-LAKE PROTECTION AND REGULATION
  • JU Jin-hao, PENG Liang, HE Ying, NAZAKAT Tohti, WEI Ren-juan
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 7-13. https://doi.org/10.11988/ckyyb.20200950
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    To obtain the development law of runoff and sediment relations in the Yarkant River Basin, the variation point of runoff and sediment relation was diagnosed using the method of modulus coefficient, moving t-test, and moving correlation coefficient based on the data of runoff and sediment of the Kagun and Langan hydrologic stations. The two-dimensional joint distribution model of runoff and sediment was constructed by Copula function. Results manifest that: 1) The relationship between runoff and sediment changed dramatically around 1993. 2) The correlation between runoff and sediment in 1993-2015 was stronger than that in 1954-1992. 3) In different periods, the frequency of synchronous water and sediment was always larger than that of asynchronous water and sediment. The probability of “high water and low sediment” as well as “low water and high sediment” was both zero. 4) The frequency of synchronous water and sediment reached 58.97% from 1954 to 1992, and 82.61% from 1993 to 2015, and ever increased after 1993. The research conclusions offer theoretical basis for the operation and management of water resource in the Yarkant River Basin.
  • WATER RESOURCES
  • QU Xing, XU Ji-jun, WU Guang-dong, HUO Jun-jun, WANG Yong-qiang, ZHANG Xiao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 14-20. https://doi.org/10.11988/ckyyb.20201122
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    According to the monthly precipitation data from 50 meteorological stations in Qinghai Province during 1965-2018 and sunspot data over the same period, the spatial-temporal features of precipitation in Qinghai Province were analyzed with methods of precipitation concentration degree (PCD) and concentration period (PCP), linear trend, M-K test and Morlet wavelet analysis. Qinghai Province was divided into the Yangtze River and Lancang River source area, Yellow River source area, eastern low altitude area and Qaidam Basin area. Results unveiled a spatially increasing trend of precipitation in Qinghai from the northwest to the southeast. In terms of inter-annual variation, the annual precipitation in Qinghai grew by 0.81 mm per year, and its four sub-areas also showed upward trends. In monthly scale, however, the precipitation distributed unevenly during a year and the PCD tended to be uniform gradually. A weak abrupt change of precipitation was observed: the abrupt change in Qinghai Province and its eastern low-elevation area happened in 2006, the Yangtze River & Lancang River source area in 2003, and the Qaidam Basin around 2001; four possible abrupt change points in the Yellow River source area were observed. Wavelet analysis indicated that the precipitation on Qaidam Basin had a significant period of 22-23 years, and the Qinghai Province and its other three subareas 28-30 years. On a period of 28 years, the wavelet coefficients of the relative numbers of the precipitation in Qinghai Province and its four subarea and sunspot all reached positive correlations of 0.95, 0.86, 0.91, 0.93, and 0.75, with their significance reaching 0.01.
  • YANG Qiao, WANG Zhi-rong, PAN Sheng-yuan, SUN Yi-qiu
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 21-27. https://doi.org/10.11988/ckyyb.20201048
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    The rainfall loss characteristics of urban underlying surface is the most basic and most important content of urban hydrology research. With a university in Xiqing District, Tianjin as the study area, and on the basis of measured infiltration loss and evaporation loss, which are two components of rainfall losses, of five typical underlying surfaces, we investigated the rainfall loss characteristics of urban underlying surface using the scenario analysis on five representative rainfall events. Results manifested that: 1) the initial infiltration rates of green land, asphalt concrete pavement, and brick pavement were 5.28 mm/min, 1.03 mm/min and 0.61 mm/min, respectively, while asphalt concrete pavement and SBS roofing were impermeable to water. 2) The rainfall losses on green land, asphalt concrete pavement, and brick pavement were infiltration losses, whereas evaporation and other losses were negligible; for the other two impervious underlying surfaces, infiltration loss was not observed, while evaporation and other losses could not be ignored. 3) On green land, runoff yield by excessive infiltration was only formed after about 50 min of heavy rainstorm events, 40 min and 10 min after heavy rainstorm and very heavy rainstorm respectively on asphalt concrete pavement, and 15 min, 20 min, and 5 min in rainstorm, heavy rainstorm and very heavy rainstorm events respectively on brick pavement. 4) Rainfall yielded rapidly on Terrazzo pavement and SBS roofing regardless of the rainfall type due to small losses.
  • XU Ying-ying
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 28-34. https://doi.org/10.11988/ckyyb.20200898
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    Exploring the relationship between industrial water use and economic development has both theoretical and practical significance. Based on the provincial panel data of China from 1999 to 2018, we conducted EKC (Environmental Kuznets Curve) test on the industrial water use of national and regional groupings, and measured the formation mechanism of Kuznets curve using the LMDI(logarithmic mean divisia index) method. Results manifested that: 1) the Kuznets Curves of industrial water use in the whole country and in the central region displayed an “N” shape, in the eastern region a monotonically increasing straight line, and in the western region an inverted “U” shape. 2) Province groups with low industrial water consumption and low industrial growth rate, low industrial water consumption and high industrial growth rate, high industrial water consumption and high industrial growth rate, as well as high industrial water consumption and low industrial growth rate displayed different features in EKCs — monotonically decreasing straight line, inverted “U” shape, “N” shape, and also “N” shape, respectively. 3) Among the three driving factors for industrial water use, water use efficiency promotes water saving; economic expansion drives water use; industrial structure is in an inverted “U”-shaped relation with the change rate of water use. The results confirmed the existence and diversity of the industrial water EKC curve, and reminded the government to take into consideration various factors and adapt to local conditions for precise implementation.
  • WATER ENVIRONMENT AND WATER ECOIOGY
  • ZHAO Yu, LI Fang
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 35-42. https://doi.org/10.11988/ckyyb.20201203
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    To reveal the characteristics and risk levels of heavy metal pollution in surface water from Weinan segment of Weihe River, the concentrations of Hg, Pb, Cd, Zn, Cu and Cr were measured and analyzed by using Nemerow multi-factor index method, the Hakanson potential ecological risk index method and the health risk assessment model. Results revealed that the concentrations of Hg, Pb, Cd, Zn, Cu and Cr in the surface water of Weinan segment of Weihe River from 2017 to 2019 were all within the limits of classes I-III, according to the Environmental Quality Standards for Surface Water (GB 3838-2002). The Nemero comprehensive pollution index of heavy metals in water was lower than 0.7, indicating a clean level. The potential ecological risk of heavy metals in water ranged from low level to moderate level, with Pb as the main ecological risk. The health risks caused by non-carcinogenic heavy metals in the study area were all lower than those caused by carcinogenic heavy metals, the health risks caused by drinking water routes were much higher than those caused by skin contact routes, and heavy metal pollution posed a greater threat to children than to adults. The research results offer theoretical basis for risk management and pollution control of heavy metals in river basin.
  • SU Yan-peng, LI Qiao, TAO Hong-fei, HE Yu-jiang, LI Xian-wen, MAHEMUJIANG Aihemaiti, JIANG You-wei, XIAN Hu-sheng
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 43-49. https://doi.org/10.11988/ckyyb.20201116
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    Kuitun River Basin in Xinjiang is an area where groundwater is seriously affected by arsenic. To find out the spatial distribution characteristics of arsenic in groundwater and the causes of abnormal arsenic content in the area, we collected 51 groups of surface water, underflow and confined groundwater samples in the study area in 2017, 16 groups of confined groundwater samples and 45 groups of borehole sediment samples in typical high-arsenic-content area in 2019. By test analysis and mathematical statistical analysis on the groundwater and sediment samples, we obtained the spatial distribution characteristics of high-arsenic groundwater in the study area and the influencing factors of abnormal arsenic content. Results manifest that in horizontal direction, arsenic concentration is correlated negatively with topography, increasing gradually from south to north; in vertical direction, high-arsenic groundwater is mainly distributed in aquifers greater than 80 meters deep. The spatial distribution of arsenic content in groundwater is related to natural geographical conditions such as paleogeographic environment, topography, closed geology, and arid climate. The causes of abnormal arsenic content in groundwater are concluded as: groundwater environment with high pH value, high HCO-3 concentration and low Eh; particle size, chromaticity, and local deposition environment of sediments; and human activities using arsenic-containing pesticides and fertilizers.
  • WATER-SOIL CONSERVATION AND ECOLOGICAL RESTORATION
  • ZHOU Huo-ming, YU Jiang, WAN Dan, GAN Guo-quan, LU Yang, JIN Ke
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 50-55. https://doi.org/10.11988/ckyyb.20200910
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    The key technical difficulty of ecological restoration in dry-hot valley reservoirs lies in screening plants with strong flooding and drought tolerance. We present the potential tendency of plant community succession in water-level-fluctuating zone of Wudongde reservoir area based on vegetation investigations in Wudongde, Xiluodu and Three Gorges reservoir areas as well as related researches, climatic conditions and water fluctuation rhythm. In consideration of natural and artificial restoration, native and exotic plants, we selected the plants for ecological restoration in water-level fluctuating zone of Wudongde reservoir area, and propose the vegetation arrangement along altitude gradient. The middle and lower altitudes of water-level fluctuating zone are equipped with herbs inclusive of Cynodon dactylon, Cyperus rotundus, Hemarthria altissima, Abutilon theophrasti, Setaria glauca and Digitaria sanguinalis, and the upper is arranged with trees including Albizia julibrissin, Taxodium‘Zhongshanshan', Betula nigra, Morus alba and Salix variegates, and a quantity of herbaceous plants.
  • CHEN Chen, WANG Yi-min, LI Yun-yun, ZHOU Shuai
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 56-62. https://doi.org/10.11988/ckyyb.20201075
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    Studying the temporal and spatial changes of vegetation coverage in different climatic regions and the relation between climatic factors and vegetation growth is of great significance to the construction and governance of ecological environment. Based on the GIMMS NDVI 3g dataset from 1982 to 2015, we examined the temporal and spatial changes of vegetation coverage in growth season in different climatic regions of the Yellow River Basin using the mean method, Sen+Mann Kendall trend analysis, partial correlation coefficient, multiple linear regression model plus residual method. We also analyzed the impacts of climatic factors and human activities on vegetation changes. Results demonstrated that: 1) The interannual change of NDVI in the Yellow River Basin and different climatic regions showed a slow upward trend from 1982 to 2015. The changes in arid region were steady, while the changes in semi-humid areas were more obvious. 2) In the past 34 years, vegetation increased remarkably in most of the climatic regions, of which the semi-arid region accounted for the largest proportion, whereas the southwest and south part of the semi-humid region mainly subjected to slight reduce. 3) Precipitation, temperature, and sunshine time in various climatic regions had positive impacts on NDVI, among which sunshine time had the greatest impact; in semi-arid region precipitation had the greatest impact on NDVI, whereas in semi-humid region the least impact; in semi-humid region temperature had the greatest impact on NDVI, while in arid region the least impact. 4) In the past 34 years, human activities exerted far more positive impact on vegetation than negative impact.
  • ZHANG Gao-ling, XIE Hong-xia, SHENG Hao, ZHOU Qing, DUAN Liang-xia, WU Yan-yu
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 63-69. https://doi.org/10.11988/ckyyb.20201073
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    The aim of this research is to explore the impact of land use changes on the erodibility of surface soils. The changes of physical and chemical properties of surface soil after land use change were examined with four typical land use patterns as case study. Such land use patterns include: natural forest, and three land use patterns converted from natural forest, namely, Chinese fir forest, orchard, and terracing farmland in Dawei Mountain of eastern Hunan Province and Xiaoxi National Nature Reserve of western Hunan Province. Moreover, the Torri.D model was employed to calculate the value of soil erodibility K, and hierachical clustering method was adopted to analyze the physical and chemical properties of the sample soil and the soils from the Red Soil Ecological Experimental Station of Chinese Academy of Science in Jiangxi Province. The measured data was used to correct the model calculation results. Results revealed that: 1) The sand content of Chinese fir forest, orchard, and terracing farmland converted from natural forest increased significantly, and the soil tended to become coarse. 2) The organic carbon content of surface soil in western Hunan was higher than that in eastern Hunan. After the conversion of land use pattern, the organic carbon content of soils in Chinese fir forest, orchard and terracing farmland were smaller than that of natural forest in the same area. 3) In east Hunan Province, the value of soil erodibility K of Chinese fir forest reclaimed for seven years was the largest among the four typical land use patterns, followed by that of natural forest, orchard (terraces) for seven years, and terracing farmland for seven years; in west Hunan Province, value of soil erodibility K of terracing farmland reclaimed for ten years was the largest, followed by that of orchard for ten years, Chinese fir forest for ten years, and natural forest. After the conversion of natural forest, soil erodibility varies according to the change of microtopography and the years of crop cultivation. Soil and water conservation measures are of help to improving the soil condition.
  • LI Yan, JIN Chun-ling, GONG Li, TIAN Jie, ZHU Gui-yong
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 70-76. https://doi.org/10.11988/ckyyb.20201177
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    The aim of this research is to effectively prevent water diversion tunnel from collapse during construction. According to previous research results and engineering practice, an index system for assessing the collapse risk of water diversion tunnel was established. The preference ratio method (PRM) and anti-entropy weight (AEW) were employed to analyze the weight of each index factor. Moreover, in consideration of the uncertainty of risk factors and the fuzziness of assessment rating, a risk assessment model for diversion tunnel collapse was constructed based on entropy theory and extension cloud model. The collapse risks of nine typical segments of the single line diversion tunnel of Dongguan branch in the Pearl River Delta water resources allocation project were assessed as case study. Results demonstrated that: the collapse risk level of diversion tunnel GS19+590-GS20+050, GS20+050-GS21+340, GS22+226-GS22+553 and GS24+911-GS26+035 segments was grade II, implying moderate risk; the risk level of GS21+340-GS22+226,GS22+553-GS23+788,GS23+788-GS24+911,GS26+035-GS27+700, and GS27+700-GS28+061 segments is grade III, indicating high risk. The assessment results are consistent with the actual situation of the project, which verifies the practicability and effectiveness of the method in tunnel collapse risk assessment.
  • HYDRAULICS
  • WANG Ting, WANG Ya-lin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 77-81. https://doi.org/10.11988/ckyyb.20201062
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    The aim of this study is to reduce the losses caused by overtopping-induced dam break. We established a coupled model based on the mechanism of the break process of clay core dam. The hydrodynamic model is a solid-liquid two-phase turbulence equation in consideration of the influence of river bed deformation on water flow. We reconstructed the free surface by adopting PLIC-VOF method, simulated the solid wall boundary using the immersion boundary method based on dispersive force, and judged the slip failure/sliding failure of the core wall by the moment method. We further validated the model by flume experiment, and proved that the model can simulate meticulously and accurately the interaction among the core, the water flow and the bed deformation. The predicted flow rate of the breach is also in good agreement with the measured value. The study can serve as a useful tool for further research on the mechanism of overtopping failure of clay core dams.
  • ROCK-SOIL ENGINEERING
  • QUE Yun, CAI Pei-chen, LI Xian
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 82-88. https://doi.org/10.11988/ckyyb.20200987
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    In order to reveal the distribution law and shape characteristics of the macropore structure of granite residual soil, we quantified the round ratio, flatness, overall silhouette coefficient and fractal dimension of undisturbed granite residual soil in Fuzhou by using industrial CT scanning and ImageJ software. Our findings revealed that 1) over 80% of the macropores ranged 0.15-1 mm in diameter, and less than 20% of the macropores had a diameter greater than 1 mm. Ranging between 5.8%-22.7%, the macroporosity of granite residual soil first augmented and then reduced with the increase of soil depth. 2) Larger diameter of macropore resulted in a smaller round ratio. 3) The overall silhouette coefficient of four samples changed within 0.81-0.87, and such change attenuated with the increase of soil depth. 4) The macroporosity of granite residual soil is correlated with the fractal dimension; but the coefficients of such correlation of different samples varied distinctly. In summary, granite residual soil is of large porosity, small toughness, wide distribution of macropores, large difference in pore structure, and large dispersion of local pore flatness.
  • WANG Xin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 89-93. https://doi.org/10.11988/ckyyb.20201183
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    Relative permeability coefficient and soil-water characteristic curve(SWCC) are important parameters in the study of unsaturated flow, and the capillary system has become one of the important methods to study relative permeability coefficient. On the assumption of using capillary system instead of soil pore, traditional water content model of capillary system was improved based on the Young-Laplace equation and fractal theory. A model predicting the relative permeability coefficient of unsaturated soil in consideration of the water content of unsaturated pore was proposed. Four groups of experimental data were used to verify the proposed model, and the root mean square deviation (RMSD) was used to evaluate the error between experimental data and predicted data. Results manifested that the RMSD values of all the four groups of data were smaller than 0.025, indicating that the model is of practical significance for predicting the relative permeability coefficient of unsaturated soil.
  • WU Di, LUO Chen, LI Dan, XU Chao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 94-101. https://doi.org/10.11988/ckyyb.20201021
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    In view of the difference of tensile properties between in-soil and in-air geosynthetics, a tensile testing device for geosynthetics in soil was developed. Movable sleeve was adopted in the device to keep the geosynthetics in soil, which addressed the interference problem caused by the friction between the filling and the fixture; the friction of soil against the sleeve was also considered. Sliding track of double smooth rod was designed to ensure the low-friction directional movement of the fixture sleeve, and also avoided the eccentric stress of geosynthetic material in the tensile process. The upper and lower air pressure bags kept the geosynthetics in close contact with the soil and withstand confining pressure. The device could accomplish tensile test of geosynthetics both in soil and in air, as well as confined tensile test, creep test and in-soil pullout test. The device was applied to the in-air tensile test, in-soil tensile test and confined tensile test for five different types of geosynthetics. Results suggest that tensile strength was slightly affected by the friction between geosynthetics and soil; while confining pressure is the major cause of the huge difference between in-soil and in-air tensile strength. The quantitative relationship between the in-air and in-soil tensile strength or the confined tensile strength was obtained for engineering reference. The in-soil tensile strength or confined tensile strength can be deduced through the in-air tensile strength.
  • LI Ming-yu, XIN Yong-hui, WEI Yan-qing, GUO Yuan-cheng, TAO Yun-chao, ZHAO Hong-yan, DU Ning
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 102-107. https://doi.org/10.11988/ckyyb.20201046
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    The earth pressure of retaining structure adjacent to the action of local overload is one of the common problems in the development of high-density urban area. The influence of local overloading on the earth pressure of adjacent retaining structures under different displacement modes was investigated via model test, and the rationality and applicability of existing calculation theories were analyzed. The relations of scale and distribution of earth pressure against displacement mode of retaining structure was acquired, and the test results were compared with the existing theoretical calculation results. Conclusions were obtained as follows: for cohesionless soil, the distribution form and scale of earth pressure of retaining structure under local overload are related to the displacement at each point, declining exponentially with the growth of displacement. The main influence range of local overload on earth pressure obtained by the present method was consistent with that by standard method, but the standard method and the proposed simplified method are not suitable in some areas, which is related to the displacement mode of retaining structure. The earth pressure calculated with elastic method can cover all kinds of displacement modes of the adjacent retaining structure under local overload. Its distribution pattern is consistent with the measured value, which is safe, but can be modified and reduced when it is larger than the main influence range of local overload.
  • DU Chun-xue, XU Chao, PENG Shan-tao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 108-114. https://doi.org/10.11988/ckyyb.20201050
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    Geotextiles have been successfully used as filter materials in geotechnical practice of different fields. Due to the complexity of the application environment of geotextiles and the unique characteristics of the protected soil, studying the filtration mechanism of geotextiles as a filter is of important engineering application value. In the present paper, the formation mechanism of soil's “self-filtering layer” in “soil-geotextile” system and the filtration characteristic of geotextiles are summarized. The major factors affecting the filtration performance of geotextiles are analyzed, and the differences in the criteria of soil retention, water permeability, and anti-clogging of geotextiles are also discussed. Moreover, limits in existing studies and applications of geotextiles as filter materials are expounded. Such limits include the filtration characteristics of geotextile filtering fine-grained soil, and the application of filtration criteria in practical engineering. To ensure the normal function of geotextile filtration, targeted criteria for geotextile filtration should be established in line with application environment.
  • YANG Xiu-jie, DENG Kai-lun, SHE Meng-fei, LIU Hong
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 115-121. https://doi.org/10.11988/ckyyb.20201058
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    A finite element numerical model was established based on the dimensions of the centrifugal test model for a reinforced slope at an airport in southwest China. By adopting the Cvisc creep model and M-C model under step loading, the development and distribution of the displacements, earth pressures and tensile forces of reinforcements of the centrifugal model with time were simulated, and the simulated results were compared with the centrifugal test results. The effects of different geogrid lengths, reduction of geogrid spacing, and modulus increment on reinforced slopes were also examined by using the Cvisc model. Results reveal that the Cvisc model well describes the centrifugal model test under variable acceleration loading, and the time factor reflects the displacement, earth pressure and tensile force of reinforcements of the centrifugal model at different instances. With the increase of reinforcement length, the potential sliding surface moved backward and the slope stability improved. The tensile force of reinforcements and horizontal displacement reached the maximum at 1/3 slope height. Reducing the spacing of the geogrid or increasing the modulus of the geogrid in the range of 1/6~1/2 slope height could be the most effective way of improving slope stability, and the effect of reducing the spacing of geogrid is better than that of increasing the modulus of geogrid.
  • YANG Shao-bo, QIU Zhen-feng, WANG Ai-guo, WANG Jun-jie, GUO Wan-li, ZHOU Yong-feng
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 122-128. https://doi.org/10.11988/ckyyb.20200938
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    The strength and deformation characteristics of the replacement material of rockfill after scaling differ from those of the original rockfill. Studying such difference is of vital scientific value. In this paper, the influence of scaling method and maximum grain size of specimen on the critical state and the critical state equation were examined by looking into the stress and deformation characteristics of replacement material via triaxial consolidated drained shear test. The similar gradation method and the mixed method were adopted for the scale reduction of weakly-weathered limestone, and the maximum grain sizes of the designed gradations were 60 mm, 40 mm, 20 mm, and 10 mm respectively. Results unveiled that under the condition of the same maximum particle size, the volume change of the sample with mixed scale was larger than that of the sample with similar grading scale, and the particle breakage forms of the samples with different scales were different in the shear process, while the critical state lines of the two groups of samples on the Q-P′ plane were nearly coincident. The degree of particle breakage was described by introducing fractal dimensions. The particle fractal dimension after shearing was in a power function with confining pressure and was also related with maximum particle size. In addition, the equation of critical state line in consideration of maximum particle size of particle breakage was established in e-lgp′ plane, and the determination method of each parameter was also given. The research finding provides an idea for further constructing the critical state constitutive model of rockfill in consideration of scale effect.
  • BAI Qi, DAI Heng-jun
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 129-134. https://doi.org/10.11988/ckyyb.20201114
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    To further understand the mechanical properties of layered rock mass, the contribution of microcracks to the elastic flexibility matrix of rock mass was deduced by using the volume averaging method based on the theory of microscopic damage mechanics; subsequently, the damage evolution equation with damage vector was derived based on the irreversible thermodynamic framework; finally, the damage evolution constitutive model of layered rock mass was established, and the applicability of the constitutive model was verified by comparing the results of numerical calculation with laboratory test. The results of Brazilian disc splitting test manifest that the fracture surface of rock mass samples starts from the loading point. When the bedding dip angle is 0° and 90°, the fracture surface is the approximate plane passing through the loading center and the sample center; otherwise the fracture surface is the curved surface deviating from the loading center. Comparison with laboratory test results verified that the constitutive model developed in this paper could well predict the anisotropic characteristics of progressive failure of layered rock mass.
  • ZENG Qing-jie, LI Yue, LI Jin-hang, LIN Min-jie, LIU Dong, WANG Yan-ning
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 135-140. https://doi.org/10.11988/ckyyb.20201084
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    Widely distributed in south China, granite residual soil often brings about landslide and other geological disasters as it disintegrates obviously when confronted with water. In this research, the engineering properties and engineering techniques of cemented granite residual soil were improved by adding bacillus pasteurii using microbial induced calcite precipitation (MICP) technology. The influence of MICP technology on the mechanical properties of cemented-soil such as strength and stress-strain relationship was examined when factors such as cement mixing ratio, calcium ion concentration and calcium source were taken as variables. Unconfined compressive strength (UCS) test was conducted to analyze the mechanical strength of cemented-soil strengthened by MICP, and conclusions were obtained as follows: 1) MICP technology significantly enhanced the engineering properties inclusive of strength, stiffness and toughness of cemented granite residual soil; 2) compared with the control group, the maximum growth rate of strength in the test group amounted to 87.5%, and the most economical cement mixing ratio was 15%; 3) calcium chloride and calcium acetate could both improve the toughness of test specimens, and the effect of calcium acetate was superior; compared with the control group, the maximum growth rate of the toughness of the test group reached 69.67% when the calcium ion concentration was 0.5 mol/L.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • HUANG Jian-wen, LI Fei-xiang, YUAN Hua, WANG Xing-xia, JIANG Yi-yuan, YE Lin-hua
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 141-146. https://doi.org/10.11988/ckyyb.20201119
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    The aim of this research is to obtain in advance the short-term temperature change trend of concrete in the first stage of temperature control, and take corresponding temperature control measures in time to prevent from temperature cracks. With high arch dam concrete in construction period as the research object, we examined the comprehensive influences of initial temperature, water cooling, adiabatic temperature rise, environmental temperature and layer heat dissipation on the concrete temperature of pouring warehouse, and then established a dynamic prediction model of temperature change in the first stage temperature control stage of high arch dam concrete by timely updating the initial temperature. Furthermore, in view of the difference of concrete in different pouring warehouses, we adopted the nonlinear optimization method to optimize the important parameters of the model, and verified the accuracy of the model using such indicators as maximum absolute error (MAE), average absolute error (AAE) and relative error (RE). With engineering practice as case study, we updated the initial temperature with 2 days as the step and optimized the model parameters, and predicted the concrete temperature of the pouring warehouse with 12 days as the age of concrete. The maximum absolute error (MAE) between predicted value and measured value is within 0.6 ℃, the average absolute error (AAE) within 0.2 ℃, and the relative error (RE) within 0.9%. The prediction accuracy of the model meets the requirements of the construction site.
  • ZHANG Qian, LÜ Rong-pei, MA Zhao, WANG Yong-wei
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 147-152. https://doi.org/10.11988/ckyyb.20200943
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    Studying high-performance environmental-friendly pavement material is of great significance to economy and environment. A dense polyurethane mastic mixture (SMPU) was designed by using polyurethane adhesive instead of asphalt as binder. The mix ratio of SMPU was designed according to Cantabro scattering loss test, Schellenberg binder drain-down test and Marshall test. With SBS modified asphalt mixture (SMA) as a comparison, the road performance of SMPU was evaluated by rutting test, uniaxial penetration test, immersion Marshall test, freeze-thaw splitting test and low-temperature bending test. The mechanical properties of SMPU were also investigated by compression, bending and splitting tests at different temperatures by different immersion types. Results demonstrate that SMPU has better stability in high and low temperatures and water than SMA; but is greatly affected by the coupling of negative temperature and water. SMPU is lowly sensitive to temperature, and its compressive strength, flexural strength and splitting strength are 17-21 MPa, 2.9-3.6 MPa and 1.7-1.9 MPa, respectively. Under different soaking methods, the loss rates of compressive strength, flexural strength and splitting strength of SMPU are less than 7%, which means that SMPU can effectively resist water damage at normal temperature. Fitting of test data suggest that the conversion formula of flexural strength and splitting strength based on SMPU compressive strength is of high correlation, which offers a reference for the strength-related research of dense polyurethane mixture. In conclusion, SMPU has broad application prospects in green highway construction and areas with severe pavement deformation.
  • YUAN Kang, TAN De-bao, WEN Xiong-fei, XU Ping
    Journal of Changjiang River Scientific Research Institute. 2022, 39(2): 153-158. https://doi.org/10.11988/ckyyb.20201126
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    The water level data of lakes, as an important indicator for evaluating changes in lakes, are of great significance for studying regional water resources changes and ecological environment conditions. However, most of the plateau lakes are located at high altitudes where population are sparse and natural conditions are harsh, and it is often difficult to obtain basic observation data. Based on satellite altimetry data and remote sensing image data, we obtained the water level and area data of Kusai Lake from 2008 to 2018, and analyzed the causes of water level change in association with meteorological data. Results manifested that the water level of Kusai Lake had gone through three stages from slow rise (2008-2011) to sharp rise (2011), and then to stabilization (2012-2018). The slow rise in the 2008-2011 stage was mainly triggered by warming and humidification of climate; the sharp rise stage in 2011 was caused by overflow in the upstream of Zhuonai Lake; in the 2012-2018 stage, the water level began to stabilize due to overflow in the Kusai Lake after receiving a large amount of incoming water and hence integrating with the upstream and downstream lakes in series. Correlation analysis of water level data and meteorological characteristic factors showed good correlation between lake level and changes in meteorological factors, and preliminary analysis suggested that the increase in regional precipitation was the main reason for the rise in water level of Kusai Lake, while the increase in glacial meltwater and permafrost moisture release caused by climate warming might be secondary causes.