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01 March 2021, Volume 38 Issue 3
    

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    SPECIAL CONTRIBUTION
  • PAN Bao-zhu, LIU Xin-yuan
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 1-8. https://doi.org/10.11988/ckyyb.202007872021
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    Water ecology problems of the Yangtze River drainage basin are historic and long-standing, which have attracted wide attentions. With the enhancement of national conservation efforts and the implementation of restoration measures, the water ecological health level of Yangtze River basin has improved; yet there is still a long way to go. According to regional differences, the Yangtze River was divided into three regions: the upper reaches, the mid-lower reaches, and the estuary reach. With regards to different river regions, the water ecological problems and their corresponding restoration and conservation measures are analyzed in detail. The water ecological problems in the Yangtze River basin could be summarized as follows: habitat degradation, fish resources reduction, river-lake isolation, and water-sludge pollution. On basin level, an operation mode of artificial restoration promoting natural recovery has been adopted to improve water ecological status. Last but not the least, suggestions for better restoration and conservation of water ecological environment in the Yangtze River basin are put forward.
  • RIVER-LAKE SEDIMENTATION AND REGULATION
  • LI Song-ping, TAO Ming, JIN Zhong-wu, HU De-chao
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 9-15. https://doi.org/10.11988/ckyyb.201915242021
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    Since the piezometer heads in open channels and pressurized waters are of the same expression in Saint-Venant equations, the unified description of free-surface and pressurized mixed flow is obtained. A unified mixed flow model suitable for open channel alternating with sinking stream in real Karst areas is established by describing the irregular closed cross-section of sinking stream with triangular closed subsections. The pressure gradient term is discretized using semi-implicit method, while the advection term is solved by the Eulerian-Lagrangian method, and the coupling of branches in dendritic and loop channel networks is solved by prediction-correction method. The proposed model is checked by using the hydrological process of Jiayan Reservoir in 2000. Results reveal an error of flow calculation within 1.6%. Moreover, the variation rules of velocity along the longitudinal direction of the open channel alternating with sinking stream and the division rules of artificial tunnels in front of the sinking reach are investigated. In the conditions of peak flood inflow and normal water level in front of the dam, the flow velocity in open channel segment is generally smaller than 0.25 m/s, whereas the velocity in sinking stream reaches 1.0-3.0 m/s, which is beneficial to the maintenance of sinking stream. During the simulation of hydrological process from 1971 to 1990, the division ratio of artificial tunnels in front of big-medium sized overbridge is 40.3%-42.8%, and the division ratio of artificial tunnels in front of small overbridge is 76.8%-78.6%.
  • ZHAO Ke-feng, CAO Hui-qun, LUO Ping-an
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 16-19. https://doi.org/10.11988/ckyyb.201915322021
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    Establishing a numerical model is an important approach of analyzing the evolution law of hydrodynamics and water quality of river. In the purpose of providing optimized topography data for numerical model, the nodes of the MIKE21 model boundary are equally spaced and coded to interpolate the measured topography of river section along the river bend direction. To verify the superiority of this method, a river segment of Jingmen City is selected as research object to illustrate the interpolation of topography data by Python programming. The terrains before and after the refinement processing are compared with the actual terrain. Results suggest that after the interpolation of measured cross-section, the river topography is refined, the operational error rate of model is reduced, and the modeling result is closer to the real situation.
  • WATER RESOURCES AND ENVIRONMENT
  • LUO Xi, MA Jun-chao
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 20-24. https://doi.org/10.11988/ckyyb.202000392021
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    Submerged plant is a key factor maintaining the clear water state of shallow lakes. The coverage of submerged plant is an important parameter of plant measures in water ecological restoration projects. By collecting the changes of submerged plants in natural shallow lakes and analyzing the research results of scholars on projects in China and abroad, we conclude that the coverage of submerged plants in shallow lakes can be ranging from 50% to 70% in design. For lakes with small pollution load, a low value of coverage of submerged plant can be taken; for ponds, the value can be at about 30%; when the concentration of nutrients exceeds threshold, the coverage should be at a high value. According to engineering experience, the higher the coverage, the better the water quality can be maintained given a constant pollution source. Besides, in view of the problems that affect the coverage of submerged plants, for example, sediment pollution, water transparency and seasonal changes, we put forward some suggestions in an attempt to provide experience and reference for the future work of submerged plant restoration in shallow lakes.
  • LI Xuan, ZHANG Wen-jiang, JIANG Hui-ru, LIU Li
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 25-31. https://doi.org/10.11988/ckyyb.201913692021
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    Hydrologic process on the southeast Tibetan Plateau(TP) under climate change is confronted with more uncertainty.A better understanding of streamflow characteristics as well as their spatial distribution and impact factors on the southeast TP will be critical to dealing with the influence exerted by climate change.In this study, we used the runoff and precipitation data to analyze streamflow characteristics and their spatial distribution via five hydrological signals i.e. averaged annual runoff depth, concentration degree, concentration time, baseflow index, and recession coefficient, and then investigated the related impact factors. Our results showed that in the southeast TP, annual runoff depth decreased from southeast (700-1 300 mm) to northwest (less than 400 mm), but concentration degree showed an opposite spatial distribution increasing from lower than 0.44 in southeast to above 0.59 in northwest. Both recession coefficient and baseflow index increased with elevation in lower altitude basins, ranging from 0.55 to 0.69 and from 0.51 to 0.73, respectively, while decreased in higher altitude basins, ranging from 0.74 to 0.72, and from 0.79 to 0.63, respectively. Impact factors showed noteworthy spatial difference in southeast TP basins. In lower altitude basins (average elevation approximately <3 000 m), precipitation was the main factor, whereas in higher altitude basins (average elevation approximately >3 000 m), only annual runoff depth and concentration degree were controlled by precipitation, while temperature and the underlying surface condition such as terrain and permafrost became the main factors of other characteristics. Since precipitation and permafrost conditions are susceptible to climate change, the time-spatial distribution of water resource in the southeast TP is prone to change, which needs sufficient attention.
  • LAI Wen-zhe, MAO Zhi-yong, YUE Li-zhu, TANG Jia-xi
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 32-38. https://doi.org/10.11988/ckyyb.201915082021
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    Accurate evaluation of the quality of water environment is an important prerequisite for the utilization and protection of water resources. A hybrid model of water quality evaluation is proposed based on entropy weight method and partial order set evaluation to divide evaluation levels and determine evaluation indices according to classification criteria. According to the Hasse diagram obtained from Hasse matrix, the ratings of water quality is acquired by analyzing the hierarchical information presented by the Hasse diagram. The model is used to evaluate the water quality of nine monitoring points in the mainstream of the Yangtze River and Jialing River. Results demonstrate the accuracy of the present model. It is applicable to water quality evaluation as it overcomes the dependence on sample scale in entropy weight method and meanwhile solves the dispute over subjective weighting in conventional evaluation methods.
  • LUO De-wen, WANG Ji, FENG Li-shi, PAN Chao-yi, CHANG Sha, CHEN Si-li, XIE Lei, GUO Qing-wei
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 39-44. https://doi.org/10.11988/ckyyb.201915612021
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    Water body with various turbidity has some mitigating effect in treating emergent heavy metal contamination in drainage basin. In this experiment, turbidity was used as indicator to study the influence of turbidity ranging 50 NTU~650 NTU (Nephelometric Turbidity Unit) on the removal of heavy metals (cadmium, lead, and arsenic) at room temperature (25 ℃) and low temperature (5 ℃). Results suggested that sediment had the best removal effect on lead, followed by cadmium and arsenic in sequence, among which the removal rate of lead amounted to 99%. Turbidity was in a linear relationship with the highest concentration of heavy metal that could be treated to be meeting standard after treatment. At room temperature, the correlation coefficients of the highest concentration of cadmium, lead, and arsenic against turbidity were 0.996, 0.998 and 0.999 respectively, whereas at low temperature, the coefficients were 0.998, 0.996 and 0.998 respectively. Compared with low temperature, room temperature is more conducive to the removal of heavy metals cadmium, lead, and arsenic by sediment. Also at room temperature, heavy metals of high concentrations can be removed to meet the sanitary standards of drinking water.
  • WATER-SOIL CONSERVATION AND ECO-CONSTRUCTION
  • BAI Shao-yun, LIU Bin, PAN Jia-wei, LIU Jia-min, CHEN Min, YU Pei-heng, CHEN Yi-yun
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 45-50. https://doi.org/10.11988/ckyyb.201915042021
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    As a typical plateau lake basin, the Qilu Lake drainage basin is vulnerable to ecological damage. In this research we select such indicators as elevation, slope, population density, road buffer zone, residential buffer zone, and water buffer zone to construct an index system for ecological sensitivity assessment. By combining the “G1” method and the variable weight grid theory, we calculate the weight of each index, and on this basis, assessed the basin's ecological sensitivity and analyzed the basin's land use for ecological security. Results demonstrate that: 1) incorporating variable weight grid theory effectively avoids the interference among factors; 2) the areas of high, medium and low sensitivity regions account for 3.66%, 71.08%, 22.83% of the total area of the river basin, respectively, while insensitive area accounts for 2.44%; 3) 93.81% of forest land, 99.22% of waters, and 79.52% of other land locate in highly sensitive and moderately sensitive areas, whereas 63.02% of construction land and 54.79% of cultivated land are located in areas of low sensitivity and insensitivity.Analyzing the ecological land use in the river basin would provide an important basis for promoting sustainable land resource use and exploitation as well as eco-environmental protection.
  • PANG Guo-wei, SHAN Lin-xin, YANG Qin-ke, TU Xiang
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 51-58. https://doi.org/10.11988/ckyyb.201915132021
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    The aim of this study is to evaluate the changes of vegetation coverage in different landform types in Shaanxi Province since the implementation of ecological projects such as returning farmland to forest or grass. The vegetation coverage of Shaanxi Province was estimated by using the pixel binary model based on the MODIS data from 2000 to 2017. According to the geomorphic division, the spatial and temporal variation of vegetation coverage and its influencing factors were analyzed. Results showed that: 1) Over the past 18 years, the vegetation coverage in Shaanxi Province had an overall increasing trend. The coverage was lower in the wind and sand transition zone and the loess Plateau yet presenting a significant upward trend, while high and stable in the Qinling mountains, Hanjiang Basin and Daba Mountains. The coverage had a downward trend in the Guanzhong Plain. 2) Vegetation coverage in 38.88% of the province boosted significantly, mainly in the Loess Plateau, whereas decreased significantly in 8.49% of the province, mainly around the cities in the Guanzhong Plain and other landform types. 3) The effects of precipitation and temperature on vegetation coverage vary in different landform types. Vegetation coverage in the Loess Plateau was mainly positively and negatively correlated with precipitation and temperature, respectively, while negatively correlated in high altitude areas of Qinling-Daba Mountains. 4) The vegetation coverage was lower in the area with elevation less than 500 m and slope less than 8°, and the vegetation coverage was higher in the area with elevation above 1 500 m and slope above 15°. The research results will offer scientific basis for partition implementation of ecological and environmental protection in Shaanxi Province.
  • FLOOD PREVENTION AND DISASTER REDUCTION
  • TIAN Jing-huan, FAN Su-qi, WANG Wen-chuan, LIU Chang-jun, ZHANG Qi-yi, ZHAO Xuan-tao, MA Shan
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 59-65. https://doi.org/10.11988/ckyyb.202008502021
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    In an attempt to overcome the difficulty of forecasting rainstorm flood in small watershed, the forecasting accuracy and applicability of FFMS model and HEC-HMS model were compared. FFMS stands for Flash Flood Module Simulation System, and HEC-HMS represents Hydrologic Engineering Center Hydrological Model System. The relative error of flood peak, the relative error of the peak time, and the Nash coefficient were selected as evaluation criteria for the comparison. Luanchuan and Hancheng watersheds in Henan Province as well as Haojiadian and Lipiyu watersheds in Liaoning Province were taken as case study. Verification results demonstrate that both models are applicable in forecasting storm floods in small watersheds; however, according to the results of the aforementioned three evaluation criteria, the prediction accuracy of FFMS model is better than that of HEC-HMS model. The research finding proves the validity and feasibility of FFMS model in rainstorm and flood forecasting in small watersheds of hilly areas, and can be popularized and applied in similar hilly areas.
  • HYDRAULICS
  • WANG Duo-yin, HUANG Hai-jin, CHENG Meng-yao, CHEN Ming
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 66-69. https://doi.org/10.11988/ckyyb.201915092021
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    Traffic capacity is one of the core concerns for Three Gorges shiplock. It is crucial to improve the lock capacity and to construct new channels for the Three Gorges shiplock. In line with the Chinese code for master design of shiplocks (JTJ 305-2001), we present a new calculation method for the traffic capacity of shiplock based on time-divided ship draft control standard. According to field operation data, we predicted the lock capacity of Three Gorges shiplock by using the proposed method, and results revealed a maximum capacity of 151 million tons for Three Gorges shiplock. In view of the current insufficient traffic capacity, we put forward such short-term improvement measures as time-divided ship loading and dynamic management and emphasized long-term measures including constructing new channels and supporting projects.
  • ZHANG Yi-qi, XIE Feng, HU Wen-zhu, YANG Fan
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 70-76. https://doi.org/10.11988/ckyyb.201915202021
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    The hydraulic characteristics of a double-expanded flip bucket are simulated using FLOW-3D based on 3D incompressible fluid k-ε turbulence model. By analyzing the flow velocity in downstream channel and whether the water tongue directly impacts riverbank, we expound the hydraulic characteristics and the effects of the original flip bucket and two optimized schemes. According to the computation results under different conditions, the optimum shape of the flip bucket which meets the requirements of energy dissipation and discharge is given. Results reveal that compared with the original scheme, the radius of back arc increases from 64 m to 128 m, the length of back arc section increases by 10 m; the diffusion width of side wall is narrowed by 0.4 m, and the angle of pick-up reduces from 43.3° to 22 °. In the optimized schemes, the impact of water tongue on channel bank is significantly alleviated under the condition of low water level and flow rate; the lift distance of water tongue expands from 91.2 m to 118.8 m, away from bank slope; the maximum flow velocities on the left and right banks of the river drop by 0.7 m/s and 1 m/s respectively, and the return flow decreases. The research findings provide reference for the improvement of flow pattern downstream of flip flow energy dissipation.
  • ROCK-SOIL ENGINEERING
  • CUI Gao-hang, ZHU Cheng-hao
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 77-82. https://doi.org/10.11988/ckyyb.202004862021
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    To study the dynamic characteristics of saturated silty sand containing clays in frigid zone, cyclic triaxial tests were carried out on the saturated silty sand containing clays from the floodplain of Songhua River. The effects of environmental factors such as freeze-thaw cycle, dynamic stress amplitude, effective confining pressure and load frequency on the dynamic shear modulus and damping ratio of the saturated silty sand were examined. Results demonstrate that the dynamic shear modulus and damping ratio of saturated silty sand, which do not change in a single way in different freeze-thaw cycles, are significantly affected by the freeze-thaw cycle. The dynamic shear modulus of saturated silty sand which does not undergo freeze-thaw cycles increases with the increase of dynamic stress amplitude, effective confining pressure and load frequency, and the damping ratio declines with the rising of dynamic stress amplitude, effective confining pressure and load frequency. Moreover, an empirical formula is proposed to predict the dynamic shear modulus and damping ratio of silty sand under different conditions. The research results offer reference for the stability and safety design of silty sand in subgrade engineering.
  • SHEN Xiao-ke, ZHU Jie-bing, WANG Xiao-wei, WANG Bin, LI Cong
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 83-89. https://doi.org/10.11988/ckyyb.201914282021
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    The aim of this research is to explore the influence of freeze-thaw cycles on the physical-mechanical properties of mica quartz schist. Freezing-thawing test (0, 25, 50, 75, and 100 freezing-thawing cycles) was conducted on water-saturated mica quartz schist specimens and also conventional triaxial compression test was carried out under four levels of confining pressure. The dynamic elastic parameters, the failure mode caused by triaxial compression and the change rule of triaxial compressive strength were examined. Test results are presented as follows: 1) with the increase of freeze-thaw cycles, the triaxial compressive strength, dynamic elastic modulus, dynamic shear modulus and dynamic bulk modulus declined exponentially, while cohesion and internal friction angle decreased linearly. 2) Along with the proceeding of cyclic freezing and thawing, the boosting effect of confining pressure on the strength of samples were gradually weakened, whereas the deterioration effect of freezing-thawing cycles on the strength of samples became more prominent. 3) Under cyclic freezing and thawing, the triaxial compression failure pattern of mica quartz schist altered from tension failure to shear failure along schistose plane. 4) In addition, on the basis of the Jaeger failure criterion, a triaxial compressive strength prediction model for oblique schistosed mica quartz schist was established with the number of freezing-thawing cycle, the inclination of schistose plane, and confining pressure as control parameters. The prediction results were in good agreement with measured data.
  • WEI Bing-xu, CHEN Liang-sheng, XIAO Luo-ming, ZHENG Wei, BAI Yu-xiang
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 90-96. https://doi.org/10.11988/ckyyb.202000062021
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    The process of unsaturated seepage in expansive soils is accompanied by the generation of expansion strains. The expansion strains under the coupling of multiple fields are crucial for investigating the variation of unsaturated rainfall infiltration in expansive soil slopes. By applying C++ and FISH language to programming, we introduced expansion strain into the fluid-structure interaction model of unsaturated soils, and proposed a multi-field coupling analysis method for unsaturated expansive soil considering expansion strain and stress strain. By using this model, we simulated numerically the unsaturated seepage flow of expansive soil slope in the presence of rainfall infiltration, and furthermore explored the influences of expansion strain on saturation degree and transient area ratio. Research results suggest that expansion strain has an evident impact on the process of unsaturated rainfall infiltration in expansive soil slopes. The depth of rainfall infiltration, the expansion speed of wetting front, and the temporal and spatial distribution of transient saturation region are controlled by the expansion strain. After rainfall, the time lag of transient area ratio is extended when expansion strain is considered.
  • YANG Ke, HAN Chao, LIU Xiao-lin
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 97-102. https://doi.org/10.11988/ckyyb.201914022021
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    Uniaxial creep experiments were conducted on sandstone samples obtained from Ningtiaota coal mine in Shaanxi using a five-connected rheological test system by which step loading and unloading were applied. In view of decaying, stable and accelerating stages within total creep, the Newton body in the Burgers constitutive model was modified by creating a new function with stress and time. In consideration of the effect of damage in the process of creep, a damage body was proposed based on the damage theory and Lemaitre's hypothesis. The Hooke body, Kelvin body, the modified Newton body, and the proposed damage body were combined to build a new nonlinear damage creep model and the constitutive model and creep function were also derived. The creep curves under various stress levels were described by the established nonlinear damage creep model. Moreover, parameters of the established damage model were fitted and the sensitivity of fitting parameters was analyzed according to the creep experimental data. Results suggest that the proposed damage model could well fit and describe the whole process of the creep of sandstone with no need of segmented functions, and hence overcoming the shortcoming of Burgers model in reflecting the accelerating creep stage.
  • XIA Hai-cheng, WU Ai-qing, LU Bo, XU Dong-dong
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 103-109. https://doi.org/10.11988/ckyyb.201914482021
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    Rock materials are featured with nonuniform material strength distribution and random material space fabric, both, in essence, belong to the heterogeneity of rock materials, having a profound impact on the mechanical properties of rock. In previous studies, the heterogeneity of rock material strength was usually simulated using finite element method and Weibull distribution function, and the relationship between heterogeneity and rock strength mechanical properties was obtained by defining the degree of heterogeneity with the coefficient of variation, which lacks consideration of the randomness of material fabric. In this research, a numerical model for the uniaxial compression test on heterogeneous brittle rock was established using the DDA (Discontinuous Deformation Analysis) method and the normal distribution function. The effects of heterogeneity and material fabric on rock strength were examined. Results demonstrated that with the growth of rock heterogeneity, the ultimate bearing capacity of rock attenuated. The greater the difference of elastic modulus between two contact elements in rock, the greater the strain difference, and the weaker the mechanical properties of the contact surface. In rock samples of the same degree of heterogeneity, the distribution of the weak points differs with fabrics, resulting in different rock fracture paths and mechanical properties.
  • XU Xing-qian, LIU Jian, QU Xin, ZHANG Xin-qi, DOU Si-jun
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 110-114. https://doi.org/10.11988/ckyyb.201912482021
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    In the aim of predicting the hydrogeological environment changes in mining area caused by in-situ pyrolysis process, we examined the variation rules of elastic modulus of oil shale by controlling the pyrolysis temperature and time. We established a quantitative model of the elastic modulus of oil shale during pyrolysis based on the pyrolysis reaction rate equation. We further compared the test values with calculation values, and results suggest that the calculated elastic modulus values from the quantitative model are in good agreement with the experimental data, with a relatively small error. The proposed quantitative model accurately estimates the elastic modulus of oil shale during pyrolysis, thus is of referential value for the simulation of porosity, permeability, and groundwater pollutant transport in oil shale in-situ pyrolysis mining area.
  • ZHANG Wei, LI Shun-qun, FU Jian-bao
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 115-120. https://doi.org/10.11988/ckyyb.201915802021
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    The accumulation of heavy metals in the sediment of rivers and lakes has become a major environmental problem in China. On the basis of reducing the water content of sediment by adding quicklime and preliminarily solidifying by sawdust ash, the polluted sludge from a river in Tianjin was further solidified by adding cement or mineral powder plus cement as a demonstration. The leaching concentrations of heavy metals in the test samples were examined using atomic absorption spectrometry, and the curing effects of cement and mineral powder plus cement were compared. Results unveiled that treated by a dosage of 9% quicklime for two days, the contaminated sludge saw an obviously reduction in moisture content. The leaching concentrations of Ni2+, Hg2+, Pb2+ and Cd2+ in the contaminated sediment declined by 71.61%, 84.85%, 58.49%, and 77.78% respectively when the content of saw dust was 10%, cement was 20%, and ore powder replacing 40% of the cement, which all met the requirements of relevant technical specifications. To test the planting effect of solidified soil,Eleusine indica and Malachium aquaticum were selected for indoor planting experiment for 60 days. The photosynthesis, root development and growth rate of the two plants were normal. It can be concluded that the contaminated sediment solidified by 9% quicklime, 10% sawdust ash, 20% cement and 40% mineral powder for replacing cement can be used for greening planting.
  • CHEN Yi-cheng, HUANG Xiang, CHEN Xue-jun, ZHANG Xiao-chen, BAN Ru-long
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 121-127. https://doi.org/10.11988/ckyyb.201914342021
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    The aim of this research is to explore a new method for evaluating the strength characteristic rapidly of heavy metal-contaminated red clay. Direct shear test and resistivity test were carried out for Cu2+ contaminated red clay specimens of varied concentration and dry density. The curves of shear stress and resistivity of Cu2+ contaminated red clay varying synchronously with shear displacement were obtained. Meanwhile, the impacts of initial dry density, vertical pressure, and Cu2+ concentration on shear strength and resistivity were analyzed. According to the principle of shear strength indexes (C and φ), resistivity indexes (ρ0 and φ0) were selected, and the effects of Cu2+ concentration on shear strength indexes and resistivity indexes were examined. Furthermore, the quantitative relations between shear strength (indexes) and destructive resistivity (indexes) were discussed. Test results unveiled that the shear stress-displacement curve of Cu2+ contaminated red clay displayed typical strain hardening features, while resistivity declined with the increase of shear displacement. Shear strength augmented approximately linearly with the growing of initial dry density and vertical pressure while destructive resistivity showed opposite trend. Both shear strength (indexes C and φ) and resistivity (indexes ρ0 and φ0) were in a negative exponential functional relation with Cu2+ concentration. In addition, the curve of shear strength vs. resistivity, curve of cohesion vs. initial resistivity, and curve of internal friction angle vs. inclination of resistivity relation curve displayed consistent trend, showing a good positive exponential function relationship.
  • HE Rui, CAO Dong, SHI Dan-da
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 128-136. https://doi.org/10.11988/ckyyb.202000532021
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    As a fully displacing pile, screw piles have been widely used in various engineering construction projects. The particle breakage behavior induced by screw pile drilling in crushable sands such as calcareous sand was simulated using discrete element method. Fragment replacement method and octahedral shear stress breakage criterion were adopted for the simulations. The distributions of soil displacement, velocity, stress, and particle fragmentation evolution during pile penetration were numerically analyzed in consideration of different initial stress levels and different penetration velocity ratios. The simulations revealed that in the process of pile drilling, soil particles crushed due to high stress; in particular, particles at the end of pile crushed more severe than those at pile side. As the pile drilled deeper, the number of crushed particles increased, and the particle gradation at pile side changed. The pile tip stress in the simulation case of breakable sand was slightly lower than that of non-broken sand. The increase of initial stress level led to more severe particle breakage, wider particle dispersion range and also significantly smaller pile tip stress. Higher penetration velocity ratio helped increasing the degree of particle crushing. Under high penetration velocity ratio, particle fragments evenly distributed surrounding the pile side, and the particle velocity and displacement near the screw threads were large; under low velocity ratio, the peak particle velocity and displacement mainly concentrated at the bottom of pile tip. The research on drilling characteristics of screw piles in crushing granular materials is of guiding significance for the study of pile foundation stability and construction safety in fragile sandy soil.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • SHI Yan, ZHANG Jian-feng, LI Feng, LIN Yu-qiang
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 137-141. https://doi.org/10.11988/ckyyb.202004152021
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    Field exploratory experimental study was carried out to verify the feasibility of the technology of composite slurry-rockfill structure. The test procedures include slurry preparation, layered rockfill, grouting and mechanical rolling. The test methods include geological radar, drilling and coring, and post-flood inspection. Results reveal that the average porosity of rockfill is 26%-30%, and the fluidity of slurry is 200-240 mm. For rockfills with thicknesses of 0.5 m and 0.75 m, vibrating rolling 6 times and 8 times respectively will meet the requirements of compaction. The radar reflection wave of each grouting roller compacted layer is relatively uniform, and the test result of grouting paste is better than that of grouting mortar. The acquisition rate of core sample is not high, and the compressive strength of core sample is 8.5-15.1 MPa. Inspection after the flood season shows that the structure of the test area is complete, stable and undamaged. To improve the construction efficiency and grouting effect, we recommended removing the particles below 5 mm and humidifying in advance and adjust the slurry formula according to the on-site environment. Equipment such as tandem cylinders, chutes, or method of spraying grouting at multiple points can also be employed. The technical idea of composite grout rockfill structure helps to increase the compressive deformation modulus of the rockfill foundation and reduce the overall settlement of the ultra-high rockfill dam, thus providing technical support for the construction of 300 m level ultra-high rockfill dam.
  • LAI Han, WANG Rui-jun, LI Yang, XIONG Xiao-bin, ZHANG Xu, YU Ning-ning, LEI Yan
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 142-148. https://doi.org/10.11988/ckyyb.201914462021
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    The compaction quality of cemented sand, gravel and rock (CSGR) is controlled by the VC value and the rolling parameters. The mix ratio parameters of raw materials have a direct impact on the VC value. Through orthogonal test (including four factors and three levels) in consideration of interactions, the test results of VC values were processed via statistical methods such as range analysis, variance analysis, multiple linear regression analysis and residual analysis. The sensitivity of VC value of CSGR to four factors, i.e., unit water consumption (W), unit cement consumption (C), unit fly ash consumption (F) and sand ratio (S) was examined. Results demonstrate that the contribution rates of W, C, F, S and test error to VC value were 75.55%, 6.73%, 17.00%, 0.08% and 0.64% respectively. The influence of sand ratio on VC value is almost negligible. Besides, W should be strictly controlled and the VC value should be monitored in real time, so as to adjust construction measures and control construction quality. In line with the research results, a prediction model of VC value is proposed, which is of guiding significance for rationally adjusting the mix ratio parameters to control VC value and improving construction quality.
  • INFORMATION TECHNOLOGY APPLICATI0N
  • LI Ang, HUANG Huang, XIA Yu, SHEN Ding-tao, WANG Jie-chen
    Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 149-154. https://doi.org/10.11988/ckyyb.201913902021
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    Many studies have focused on the extraction of buildings from Light Detection and Ranging (LiDAR) point cloud information, but few have investigated the process in rural areas where vegetation and buildings are of similar heights and interconnected. With Sihushan County in Hunan Province which has typical rural building characteristics as study area, the building information is extracted using LiDAR point cloud data. A modified morphological filter in which gradient and gradient direction of primitive point were used to constraint the area of filtering is adopted. The interpolated ground points and primitive points were used to obtain a digital elevation model (DEM) and a digital surface model (DSM), and the two were subtracted to derive a normalized DSM (NDSM). Then, a transformation of the sign watershed was conducted under control of both height and gradient to obtain ground objects. Finally, using built feature indicators, building objects were identified based on a maximum likelihood classification. Results show that the user accuracy and producer accuracy of the building extraction are both greater than 90%, and the Kappa coefficient is greater than 0.8, which suggest that the proposed method achieved good results in building extraction in rural areas.