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01 October 2020, Volume 37 Issue 10
    

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    SPECIAL CONTRIBUTION
  • ZHANG You-liang, MO Si-yang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 1-8. https://doi.org/10.11988/ckyyb.20191114
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    Computational time of numerical manifold method is a bottleneck problem in simulating large-scale practical engineering problems. Parallel computing is an effective accelerating technique. Based on the serial algorithm, the parallel cover system and the manifold element generation algorithm based on the distributed memory programming mode are studied. Compared with the serial algorithm, differences and difficulties of parallel algorithm are firstly described. The domain decomposition algorithm is used to assign parallel tasks, and the main steps of parallel algorithm of cover system are proposed. The generation of sub-domain is formed by using a temporary coarse grid taking load balancing into consideration, and the corresponding sub-domain generation algorithm is proposed. In subsequence, based on the analysis of the relationship among mathematical covers, physical covers and manifold elements of numerical manifold method, the essential techniques in parallel algorithm, as well as physical coverage and manifold element numbering rules are discussed. Then the algorithm for establishing the interface information is proposed for the parallel algorithm, which provides necessary information for data exchange in the parallel computing process of the numerical manifold method. Finally, based on the parallel generation algorithm of cover system, a code was developed using C++ and object-oriented programming technology. Two numerical examples verify the parallel algorithm, which provides a preprocessor for subsequent parallel simulation.
  • RIVER-LAKE SEDIMENTATION AND REGULATION
  • JIN Zhong-wu, REN Shi, WU Hua-li, ZHU Shuai, WANG Yu-xuan, LI Qiu-li
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 9-15. https://doi.org/10.11988/ckyyb.201909107
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    Sedimentation and sediment delivery in the Three Gorges Reservoir (TGR) has always been a hot issue during its demonstration and operation. In this study, long-term series field measured hydrological and terrain data before and after the TGR’s impoundment are used to investigate the trend of runoff and sediment load transport into the TGR. The effect of sedimentation on the TGR is discussed. The result demonstrates that despite rare changes in annual runoff, the total amount of sediment load transport into the TGR shows a significant reducing trend (by 60%) after the impoundment of the TGR. Analysis of the field data shows that the average sediment delivery ratio of the TGR is 24% during 2003-2018 and the annual loss in storage capacity is about 0.3%. Annual sedimentation is in a linear relation with incoming sediment, and the slope of the relation is larger when water level gets higher in flood season. Sediment mainly deposits in river reaches with wide cross sections, especially in the permanent backwater area where the flow velocity is relatively small.In some branching reaches,the river pattern develops towards unification.It is expected that this study will help optimizing the TGR operations and improving its comprehensive function.
  • WATER RESOURCES AND ENVIRONMENT
  • PAN Xiong, LIN Li, DONG Lei, XIE Ling-xian, HUANG Hua-wei, CHEN Jin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 16-20. https://doi.org/10.11988/ckyyb.201908367
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    Agricultural non-point source pollution is the main factor of the deterioration of water quality of Erhai Lake in recent years. We studied the inorganic nitrogen isotope characteristics in the surface runoff of forest land, cultivated land and residential area in a typical small watershed of Erhai Lake. Source analysis of inorganic nitrogen showed that 8.53% and 91.47% of nitrate nitrogen in forest runoff came from atmospheric rainfall and soil, respectively; 19.78% and 80.22% of ammonia nitrogen in forest runoff were from atmospheric precipitation and soil. For cultivated land, 5.90%, 68.76% and 25.34% of nitrate nitrogen came from atmospheric rainfall, soil, and fertilizer, respectively, while ammonia nitrogen mainly came from soil. In residential runoff, 3.32% of nitrate nitrogen was coming from atmospheric rainfall, 55.42% from domestic sewage, and 41.26% from animal feces, while ammonia nitrogen was mainly coming from domestic sewage and animal feces.
  • LUO Xue-ke, HE Yun-xiao, LIU Peng, LI Wen
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 21-27. https://doi.org/10.11988/ckyyb.201908087
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    The research aims to tackle the difficulty in obtaining the mechanism of water quality change in complex waters and modeling water quality prediction as well as the low accuracy of prediction. A water quality prediction method integrating Autoregressive Integrated Moving Average (ARIMA) model and Support Vector Machine Regression (SVR) model is established. After pretreatment, the data are linearly fitted by ARIMA model, and then the residual is predicted by SVR model to compensate for the non-linear change. The monitoring data of pH value and dissolved oxygen in Chaohu Lake basin from 2004 to 2015 are selected as experimental samples. Analysis by HP filtering method shows that the two sets of data have different trends and fluctuation characteristics. The prediction effect of the hybrid model is analyzed through comparative study on evaluation indicators. The results conclude that the present model has high accuracy with the correlation coefficients between predicted values and observed values of pH value and dissolved oxygen both reaching 0.99, the root mean square error 0.20 and 0.61, and the mean absolute percentage error 2.2% and 6.6%, respectively. The ARIMA-SVR hybrid model is of high prediction accuracy and strong generalization ability, suitable for water quality prediction in complex waters.
  • LIU Jun-long, YUAN Zhe, XU Ji-jun, LIU Yan-yi, CHENG Wei-shuai, TIAN Cheng-wei, MIAO Heng-lu
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 28-36. https://doi.org/10.11988/ckyyb.201908306
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    The temporal and spatial evolution characteristics of historical meteorological drought in the Yangtze River basin (YRB) were analyzed, and the temporal and spatial variation trend of meteorological drought under different discharge scenarios in the basin in the future was predicted. The standardized precipitation evapotranspiration index is used as the index to classify drought grade according to the observed data of 318 meteorological stations in the basin and its surrounding areas from 1956 to 2018 and the predicted data of CMIP5 global climate model under three typical RCPs. Results show that: 1) In the past six decades, the drought rate in the YRB has changed greatly, with an average drought rate of 18.21%, while in ages scale, drought has had a widespread impact in the past two decades; the drought-prone areas in the YRB were mainly located in the Minjiang River basin, and the number of droughts decreased from the upper to the lower reaches; the high-intensity droughts in the YRB mostly occurred in the middle and lower reaches of the Jinsha River and in the Chengdu Plain, and the average drought intensity followed the trend of drought frequency. 2) Under RCP2.6, RCP4.5 and RCP8.5 scenarios, the annual average drought area of the YRB in 2020-2050 was 741 000 km2, 757 000 km2 and 1 264 000 km2, respectively; the annual average drought frequency of the upper, middle and lower reaches of the basin is 1.1-1.2 per year, 1.0-1.1 per year, and 1.0-1.1 per year, respectively. The frequency of drought in the upper, middle and lower reaches of the YRB increases by 38.4%-50.7%, 33.7%-45.3% and 32.6%-49.6% respectively compared with that in historical period; the average annual drought intensity of the upper, middle and lower reaches of the river basin in the predicted period is -1.68, -1.64, -1.60 respectively, which is not significantly different from that in historical period. The research results offer scientific basis for scientific and reasonable drought disaster prevention measures and countermeasures.
  • ZHONG Wen-jie, CHEN Lu, ZHOU Jian-zhong, QIU Hong-ya, HUANG Kang-di
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 37-44. https://doi.org/10.11988/ckyyb.201908194
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    Stochastic modeling of daily runoff is constructed to analyze the power generation risks of hydropower stations caused by the uncertainty of inflow. Simulated long-term runoff series are used as input data of the model to compare regular scheduling and optimized scheduling. A risk analysis system consisting annual average power generation, power generation stability, water abandonment, power generation guarantee rate, and full storage rate as major risk indexes is established. The Three Gorges Reservoir is taken as an example to compare the risk level of power generation between regular scheduling and optimized scheduling. Results show that the annual mean power generation in optimized scheduling increases by about 5% compared with that of regular scheduling. The calculated entropy values imply that the uncertainty of optimized scheduling model is much smaller and more stable. The abandoned water amount in optimized scheduling is about 50% of that in regular scheduling. In addition, the risk is reduced in optimized scheduling model. The scheduling process derived from the optimized scheduling model in this paper has better performance in economic benefits and risk control.
  • FENG Cui-xia, LI Na, YUAN Quan, LIU Xiao-qing, YANG Yao, SHI Hao-ran
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 45-50. https://doi.org/10.11988/ckyyb.201906920
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    Field exposure experiment was carried out to explore the tolerance and avoidance characteristics of Myxocyprinus asiaticus (Chinese high fin banded shark) to TDG supersaturated water under different water depths during flood discharge. The mortality of Myxocyprinus asiaticus was 42.5%, 30%, 17.5%, and 15% respectively when water depth was 0~0.3, 0.3~1.3, 1.3~2.3, and 0~2.3 m in natural river course downstream of dam with a TDG of 115%~117%. A low TDG level could also lead to the death of juvenile Myxocyprinus asiaticus. Nevertheless, increased water depth notably reduced the mortality of the juveniles, indicating that the depth compensation could effectively alleviate the damage of TDG-supersaturated water to juvenile Myxocyprinus asiaticus. In addition, juvenile Myxocyprinus asiaticus boasts an ability of avoiding the damage cause by supersaturated TDG with the help of water depth compensation while adult Myxocyprinus asiaticus has no obvious such behaviors. The research results offer a reference for the formulation of protection measures on fish.
  • WATER-SOIL CONSERVATION AND ECO-CONSTRUCTION
  • LU Xiang-hui, ZHANG Hai-na, BAI Hua, CHEN Zhang-cheng, LI Yang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 51-58. https://doi.org/10.11988/ckyyb.201908418
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    Rainfall erosivity is an essential index for soil erosive risk assessment as it reflects the potential of soil erosion driven by rainfall. According to daily rainfall data collected between 1986 and 2015 from 27 rain-gauge stations in the Ganjiang River basin (GRB), we investigated the temporal and spatial variation of rainfall erosivity using Mann-Kendall, accumulative anomaly, and Kriging interpolation. Results showed that average annual rainfall erosivity of the GRB was 9 824.55 MJ·mm/(hm2·h) with the maximum value reaching 13 234.72 MJ·mm/(hm2·h) in 2002 and the minimum value at 6 769.16 MJ·mm/(hm2·h) in 2003. There was a significant linear relationship between rainfall amount and rainfall erosivity, of which the correlation coefficient reached 0.965 (P<0.01). In recent three decades, the annual rainfall erosivity tended to increase insignificantly in majority areas of the GRB, with the high values concentrating in Ji’an, Jinggangshan, and Suichuan, increasing evidently. The trend of rainfall erosivity in seasonal, flood period and non-flood period of the GRB was not significant with their high-value and low-value areas different. The research findings are helpful to further discuss the soil erosion evolution, the assessment of soil erosion risk, and the formulation of reasonable preventive measures in the GRB.
  • ENGINEERING SAFETY AND DISASTER PREVENTI0N
  • XU Xian-lei, SUN Shuai-hang, SUN Ming-hao, HAO Li-sheng
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 59-63. https://doi.org/10.11988/ckyyb.201908483
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    Dam leakage is a serious threat to the structural safety of dam. GPR (Ground Penetrating Radar) technology has such shortcomings as low depth of detection and low precision caused by electromagnetic wave attenuation in the safety detection of dam structure. In view of this, we propose a combined antenna technology with enhanced low frequency and antenna center frequency at 50 MHz. Dual-transmitter and dual-receiver design is employed to improve the antenna’s emission efficiency and enhance the capability of GPR’s deep detection. We further apply this technology to the leakage detection experiments for the dam of the South-North Water Transfer Project. Results demonstrate that compared with conventional radar antenna, the proposed enhanced low-frequency antenna effectively enhances the deep detection capability and effectively detect the abnormal target within 25 m depth in large moisture content environment, thus achieving the detection of water-rich areas and leakage channel. This technology provides data support for the safe management of dams.
  • HU An-yu, BAO Teng-fei, YANG Chen-lei, ZHANG Jing-ying
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 64-68. https://doi.org/10.11988/ckyyb.201908315
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    Dam deformation is the result of combined action of water pressure, temperature and other factors. The dam deformation monitoring data series is non-stationary and non-linear, and also correlated in time dimension. To fully mine the association of deformation monitoring data in long- and short-time span, the long- and short-term memory (LSTM) is proposed to predict dam deformation in this paper. To further improve the precision of prediction, the autoregressive integrated moving average (ARIMA) model is used to correct the residual sequence of LSTM prediction. The LSTM-ARIMA prediction model of dam deformation is thus established. With a concrete gravity dam as a case study, the predicted results of LSTM-ARIMA model is compared and analyzed against the predicted results of ARIMA model and Support Vector Machine (SVM). The result demonstrates that the LSTM-ARIMA model outperforms ARIMA and SVM, with the root mean squared error (RMSE) falling by 40.65% and 59.00%, respectively, and meanwhile the mean absolute error(MAE) by 35.49% and 55.60%, respectively, which implies that the LSTM-ARIMA model has high prediction accuracy.
  • HYDRAULICS
  • LU Tian-long, ZHAI Jian-guo, CHENG Yong-zhou, LYU Xing, HUANG Xiao-yun
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 69-75. https://doi.org/10.11988/ckyyb.201908525
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    In order to study the relationship between bubble motion characteristics and orifice gas inflow velocity or hole diameter under continuous gas supply conditions, we investigated the movement of the outlet bubbles in a still water. The bubble rise motion in still water simulated by using the OpenFoam of open source program is in consistence with experimental measurements. By adjusting the orifice gas inflow velocity and the hole diameter, we examined the detachment time and the diameter of the bubble and compared the difference of upward movement between initial spherical bubble and orifice outlet bubble. We proposed to describe the relationship between initial bubble velocity and gas inflow velocity by using relative velocity B of bubble motion. By using different dimensionless parameters, we predicted the value of B. Simulation and analysis results show that the We and Re numbers accurately predict the relative velocity B of bubble motion. The initial state of the bubble has a great influence on the trajectory of the bubble. The research results have further enriched the results in the related fields of bubble motion, and created ideas for the next step to finely characterize the complex motion of bubbles.
  • SHI Xi, TAO Hu, CHAI Yuan-yuan, LI Lu
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 76-81. https://doi.org/10.11988/ckyyb.201909431
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    The water hammer effect in pipeline has become increasingly acute with the development of water-saving pipe network technology. To investigate the influence of branch pipe diameter on water hammer pressure of pipe network, the fluctuation of water hammer pressure was examined via numerical computation using Pipenet software. Two working conditions were designed. One is to close suddenly the branch pipe valve (working condition one), and the other is to close the main pipe valve (working condition two). In both conditions, there is only one branch in the pipe network. Five pipe types (DN110, DN90, DN75, DN63 and DN50) were selected in the study. Moreover, the variation law of maximum water hammer pressure under the two working conditions was analyzed by theoretical method. Results revealed that the maximum water hammer pressure at each valve and the water hammer pressure on pipe both increased with the reduction of branch pipe diameter under the two working conditions; reducing the branch pipe diameter had greater impact on working condition one in comparison. Theoretical analysis showed that the main reason for the rise of water hammer pressure along with the recession of branch pipe diameter lies in the increment of flow velocity in branch pipe in working condition one, and the reduction of the reflected buck wave in working condition two.
  • ROCK-SOIL ENGINEERING
  • FENG Wen-kai, BAI Hui-lin, MENG Rui, LI Kun, OU Wen
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 82-88. https://doi.org/10.11988/ckyyb.201905405
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    The mesostructure, mineral composition, and unsaturated mechanic properties of silty clay deposited in ice-water are investigated through laboratory test based on Fredlund’s double-stress variable theory and Fredlund-Xing’s soil-water characteristic model. The characteristics of unsaturated shear strength and parameter change are identified, and the mesomechanism of unsaturated shear strength varying with matric suction is revealed. Results demonstrate that the unsaturated shear strength of silty clay deposited in ice-water increases with the augment of matric suction; but the growth rate attenuates gradually. Internal friction angle φ′ is in a logarithmic function relation with water content; while cohesion ctotal1 is of peak characteristic, with the water content reaching about 10.24% at peak cohesion. Hydrolysis and ion exchange of mineral components in soil encountered with water have great influence on soil structure and result in the damage of macro-unsaturated shear strength under low matric suction. The process of variation of unsaturated shear strength with matric suction is divided into three stages, and meanwhile a generalized three-dimensional failure envelope model of silty clay deposited in ice-water is established. In addition, the material parameter φb is not a constant in the segment of low matric suction, but rather declines gradually from an initial value to be approaching zero infinitely, with the change curve in an inversed “S” shape.
  • HUANG Bo-lin, ZHANG Quan, WANG Jian, LUO Chao-lin, CHEN Xiao-ting
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 89-95. https://doi.org/10.11988/ckyyb.201907635
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    Featured with long stroke and wide range, debris flow cannot be effectively predicted and prevented. Grain size distribution is an important factor affecting the movement distance of debris flow. Physical model tests are carried out to study the collapse movement of granular columns with single free face varying with different particle gradations. After the collapse of granular column, particles move obliquely towards the outside of the box. The particle motion on horizontal plate is radial, and the depositing plane is in the form of a circle. The deposit profile of particles can be well fitted by parabola and circle equations. Given the same particle type, as the granular column becomes higher, the position of the center of the circle in which particles deposit after collapse moves forward along the y-axis. When the height of granular column is fixed, fine particles move farther than large particles. The range of loosely deposited area of small particles is correspondingly small, and the small particles affect only the densely deposited area;large particles affect not only the densely deposited area,but also the loosely deposited area.
  • LI Yong, CAI Wei-bing, LI Bang-xiang, ZHU Wei-shen
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 96-102. https://doi.org/10.11988/ckyyb.2019019409
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    For a better understanding of the evolution mechanism of 3-D crack propagation in brittle rock mass, the mechanism of 3-D crack propagation, coalescence and overlap in rock-like materials (a newly developed resin) with pre-existing double flaws under uniaxial compression is investigated based on the discrete element theory. Meanwhile, measurement circles are employed to monitor the variation of stress field of the model at different loading stages. The results reveal that wing cracks initiated from the long shaft ends of the pre-existing flaws C1-E and C2-W propagate towards the vertical direction of flaw plane to a certain length and then remain unchanged for a long time, and continue to propagate along the direction of the maximum principal stress when the stress reaches the peak. When axial stress reaches around the peak, petal-like wing cracks and reverse-wing cracks at the ends of the pre-existing flaws C1-W and C2-W coalesce and form a curling surface. As the axial stress increases to the vicinity of the peak, the maximum principal stress is mainly distributed in areas away from the pre-existing flaws, while the compressive stress is concentrated in the central region of the pre-existing flaws, thus imposing restrictions on the further propagation of the wing cracks. The maximum compressive stress and shear stress increase with the increasing strain while the maximum tensile stress drops near the peak stress, indicating that the crack propagation is mainly controlled by the compressive shear force in the later stage of loading.
  • BIAN Jia-min
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 103-109. https://doi.org/10.11988/ckyyb.2019097309
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    Direct(quick) shear tests were conducted on plain soil, line-treated expansive soil, and remoulded lime-treated expansive soil for comparison under 0, 12.5, 25, 50, 75, 100, and 150 kPa to examine the shear strength of remoulded lime-treated expansive soil. Results demonstrated that the values of shear strength of remoulded lime-treated expansive soil under all loading levels were lower than those of lime-treated expansive soil while higher than those of plain soil. Fitted with the method in Test Methods of Soils for Highway Engineering (JTG E40-2007), the shear strength of plain soil saw the largest deviation under low stress, and lime-treated expansive soil the smallest. Fitted with the bilinear method, the shear strength showed the smallest deviation under all stress levels. Moreover, the coefficient of deterioration of shear strength of remoulded lime-treated expansive soil declined with the rising of overlying pressure, displaying two obvious stages. When overlying pressure is smaller than 25 kPa, the deterioration coefficient is largely affected by overlying pressure; when larger than 25 kPa, the recession of deterioration coefficient attenuated with the rising of overlying load. The cohesive force of remoulded lime-treated soil is larger than that of plain soil while smaller than that lime-treated expansive soil, and the internal friction angle is larger than that of plain soil and lime-treated expansive soil. When the strength of plain soil meets the requirements for embankment filling, the remoulded lime-treated weak expansive soil can be used directly in core filling, but needs to be improved for surface filling.
  • LIU Xiao-jun, FAN Jin-yue, CUI Han-ting, KONG Qing
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 110-116. https://doi.org/10.11988/ckyyb.2019066924
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    Distributed widely in loess area, joints are the weak channel of loess and the dominant channel of water infiltration. At present, studies on the engineering characteristics, especially on the law of seepage through joints are inadequate. In this paper, the distribution and range of water infiltration in typical loess with single joint are analyzed by model test. According to the model test results, the equivalent saturated permeability coefficient of loess with typical joint width of 0.41 mm, 0.80 mm and 1.24 mm are obtained as 1.5×10-4 cm/s, 1.67×10-4 cm/s and 1.83×10-4 cm/s, respectively, by combining unsaturated seepage theory and numerical analysis using SEEP/W. In addition, the influence of joints on the distribution of moisture field and the influence of the number and spacing of joints on the infiltration range are studied. Results revealed that joint has a great influence on the moisture field of loess site. The depth of humid zone increases remarkably with the growth of the number of joints. With the augment of joint spacing, the effect of joint spacing on humid zone depth gradually disappears. The width of humid zone is less affected by the spacing of joints.
  • SONG Cui-rong, LI Zheng-bing, ZHANG Yin
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 117-124. https://doi.org/10.11988/ckyyb.2019077224
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    Pressure-distributed unbonded prestressing anchor cable is the major support for the strongly unloading rock mass in the left-bank high and steep slope of Jinping Hydropower Station. Large anchoring force and small spacing of the anchorage gave rise to notable compressional deformation of the rock mass; the mutual influence of anchor cables led to massive prestress loss. A physical model test on the anchoring of unloading rock mass was carried out to examine the displacement and deformation of rock mass as well as the superposition of anchoring force and prestress loss in association with Mindlin’s solution. The anchor group effect mainly includes 1) the compression of unloading rock mass posed by stress superposition; 2) the prestress loss of anchor cable caused by tensions on adjacent ones. Furthermore, the calculation methods of rock mass displacement and prestress loss rate were obtained via experimental analysis and theoretical derivation. Reasonable spacing of anchor cables and appropriate increase of anchor cable length can effectively reduce the prestress loss caused by group anchor effect.
  • LI Xing-min, YU Yang, SUN Hong-yue, WANG Zhu, ZHANG Ming
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 125-130. https://doi.org/10.11988/ckyyb.2019075636
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    Anti-slide pile is a major engineering measure to reinforce debris landslide. The interaction between anti-slide pile and sliding mass determines the reinforcement effect. Debris landslide is mostly composed of soil-rock mixture. A model for evaluating the macro-shear strength index of soil-rock mixture is introduced to calculate the sliding resistance of anti-slide pile in soil-rock mixture. A method of calculating sliding resistance in consideration of volumetric block proportion (VBP) and angle of repose (δ) is presented based on the theory of soil arch between piles. The design procedures of anti-sliding pile in soil-rock mixture are also proposed. According to the study of soil-rock mixture with a VBP of 20%~45% and δ of 25°~40°, the sliding resistance provided by anti-slide pile in soil-rock mixture is not always greater than that in soil. The safety of anti-slide pile depends on the value of VBP and δ, with a clear dividing line. Comparison with numerical simulation results verifies the rationality of the present method.
  • HE Liang-jie, HE Hao-song, TAN Kang-hao, QIN Ying-hong
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 131-136. https://doi.org/10.11988/ckyyb.2019067236
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    In view of the damage to dam body and the pollution to environment caused by high water content of tailings mud, we added dark organic matter admixtures into tailings mud to increase the absorption of solar radiation on tailing mud surface, hence improving the evaporation rate and accelerating the consolidation of tailings mud. Two common dark organic matters, charcoal chips and grass ash, were selected as admixtures in the present study. By comparing the surface evaporation and consolidation process with those of natural tailings mud by means of theoretical analysis and experimental observations, we found that 1) both charcoal and grass ash can boost the evaporation rate of tailings mud, reducing the evaporation time by 32 hours and 24 hours and simultaneously declining the residual water content by 18.8% and 16.5%, respectively; 2) the bottom temperature of tailings mud with charcoal chips and grass ash is about 5-8 °C higher than that of natural tailings mud by absorbing more solar radiation. In conclusion, dark organic matter admixture, as an environmental-friendly material, enhances the consolidation degree of tailings mud, reduces the fluidity of tailings mud significant, and improves the safety performance of tailings pond.
  • PAN Xue-ying, ZHANG Qin, JIANG Shi-qing, MA Hui-long, YU Ming-bo
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 137-141. https://doi.org/10.11988/ckyyb.2019068341
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    Clay is often used to block the migration of pollutants on account of its low permeability. However, the organic solvents can significantly increase the permeability of clay which will result in the failure of barrier. In order to study the effects of dielectric constant and viscosity of organic solution on the permeability of clay, we carried out tests on the consistency limits and permeability of silty clay with different mass fractions of glycerol-water solutions. Results unveil that with the increase of mass fraction of glycerol-water solutions, the liquid limit and plastic limit of silty clay both increase while the hydraulic conductivity increases first and then decreases. Soil permeability is related to microstructure distribution and fluid properties. If the mass fraction is smaller than 40%, permeability is controlled by fabric; when mass fraction is over 40%, the increase of viscosity leads to the decrease of permeability. In addition, the intrinsic permeability increases in the beginning and then declines with the growth of mass fraction owing to the increment of viscosity. For water-soluble organic solvents, the impacts of viscosity on permeability should be considered.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • PANG Jian-yong, CHEN Yu, HUANG Xin, LIU Guang-cheng, HUANG Jin-kun
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 142-148. https://doi.org/10.11988/ckyyb.2019087548
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    Equal-amplitude cyclic (50 times) high stress loading test and uniaxial compression test were conducted on concrete specimen groups (with rubber dosages of 0%, 5%, 10%, 15%, 20%, respectively) to study the mechanical and deformation characteristics of rubber concrete (RC) under repeated loading. The change of uniaxial mechanical properties of concrete with varied rubber content before and after cyclic loading and the deformation during cyclic loading were analyzed. Results unveiled that with the growth of rubber content, the peak stress and modulus of elasticity of specimens decreased accordingly, while peak strain increased. During cyclic loading, the total strain, elastic strain and plastic strain curves of RC were significantly higher than those of normal concrete (NC); but the relative strain range was smaller than that of NC, displaying good ductility and stability. After cyclic loading, the degradation of NC’s peak stress and elastic modulus reached 11.0% and 36.8%, respectively, whereas the deterioration of RC’s corresponding index declined with the growth of rubber content. According to efficacy coefficient analysis, the mechanical properties of RC-1 (RC with 5% rubber content) was the optimum, followed by those of RC-2 (RC with 10% rubber content), RC-4 (RC with 20% rubber content), RC-3 (RC with 15% rubber content), and NC. The optimum rubber content was 5%-10%. The research results can provide a theoretical basis for the application of rubber concrete in engineering.
  • CHAI Nai-jie, TAO Li-pei, LI Xiang
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 149-155. https://doi.org/10.11988/ckyyb.2018070155
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    A model of assessing the quality grade of recycled coarse aggregate based on improved set pair analysis was proposed. Firstly, the assessment index system composing seven factors inclusive of apparent density was established by referring to the Standard for Renewable Coarse Aggregate of Concrete (GB/T25177-2010) and the criteria for the rating of indexes were determined. Meanwhile, the connection degree identical discrepancy contrary in traditional set pair analysis was modified using developability of connection degree. The mathematical model based on the improved set pair analysis was constructed to calculate the optimal value of identical discrepancy contrary of single index. Moreover, the index weights were determined by using the entropy weight method and the multiple super-scale weighting method; on such basis, the degree of quality convergence of recycled coarse aggregate was assessed based on the fuzzy comprehensive evaluation theory. The proposed method was applied to comprehensively assess the quality grades of five groups of recycled coarse aggregate samples. Results revealed that the proposed modified set pair analysis method could preliminarily define the range of intervals of each grade, and further reflected the inclination towards which grade. Difference in the degree of connection between different grades was also obvious.
  • LIU Chun
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 156-160. https://doi.org/10.11988/ckyyb.2019085560
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    To minimize the adverse impact of MgO expansive agent (MEA) on the fluidity of concrete and delay the expansion of MgO concrete, the surface of MEA was modified by adding C-18 unsaturated fatty acid. The activity index, pore structure and hydration heat of modified MEA were measured, and the fluidity and expansion of cement pastes containing modified MEA were investigated to evaluate the modification effect of MEA. Results demonstrated that the activity index of MEA can be improved, the pore structure of MEA can be refined and the hydration heat of MEA can be delayed by modifying MEA. The loss of fluidity of MEA cement pastes can be reduced, and the expansion of MEA cement pastes can be delayed and the later expansion quantity of MEA cement pastes can be increased by modifying MEA.
  • CHEN Rong-fei, CHEN Chang-li
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 161-164. https://doi.org/10.11988/ckyyb.2019070464
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    The formula for calculating parameters of arctangent curve model for the autogenous volume deformation of MgO-admixed concrete is improved based on the new findings and applications of MgO-admixed concrete in recent years. The eigenvalue (ε90) of the autogenous volume expansive deformation of MgO-admixed concrete at age 90 d is revised as that at age 180 d (ε180). The autogenous volume deformation of MgO-admixed concrete calculated by the improved formula is closer to the measured value after the age of 150 d,with a deviation rate around 2%-7% or even less than 1% and the ultimate expansion reducing by 4×10-6-7×10-6, which is also closer to the reality.
  • MOUNTAIN HAZARDS ALONG THE SICHUAN-TIBET RAILWAY CROSSING THE HENGDUAN MOUNTAINS
  • XU Zheng-xuan, YUAN Dong, LIU Zhi-Jun, LIU Jin-feng, YOU Yong
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 165-170. https://doi.org/10.11988/ckyyb.2020045576
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    Songjia gully is an active debris flow gully. A large-scale debris flow disaster occurred in history, posing a potential threat to the newly built Shenghang bridge of Sichuan-Tibet Railway. The development characteristics and formation conditions of debris flow in Songjia Gully are analyzed, and the risk of debris flow in Songjia Gully is assessed based on comprehensive approaches inclusive of data collection, remote sensing interpretation, field investigation, indoor analysis and parameter calculation. Prevention and control measures targeted to the impact of debris flow on railway engineering are also proposed. The loose solid materials of debris flow in Songjia gully mainly come from slope surface erosion, collapses, engineering wastes, and the gully. Debris flow in Songjia Gully risk is in developing stage, moderately hazardous, consistent with survey results. The research findings offer reference for disaster prevention and mitigation of similar projects along the Sichuan-Tibet Railway.
  • CHEN Hua-yong, JIANG Liang-wen, YOU Yong, WANG Ke, ZHANG Guang-ze, WANG Tao
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 171-176. https://doi.org/10.11988/ckyyb.2019152376
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    Existing risk assessment of flood/debris flow disasters is based mainly on the analysis of heavy rainfall or glacier-melt water.In some areas,especially in high and cold mountainous areas with glacial lake developing,researches on the impact of glacial lakes on proposed railways, highways and other linear projects downstream are rarely reported. In this paper, the key geometric parameters of Rongyi glacier lake in the upstream catchment of Cuopu Gully and the characteristic parameters of channel section are obtained based on the analysis of the environmental conditions of the glacial lake via remote sensing interpretation and detailed field surveys. The structure and material composition of lake dam are analyzed, and the stability of the dam structure is analyzed. Moreover, according to hydrological calculation of Cuopu Gully catchment, the impact of flash flood on proposed railway project is evaluated. Results reveal that the dam of Rongyi glacier lake is composed of hard granite with good integrity, indicating small possibility of dam failure in the absence of extreme conditions such as highly intensive earthquake. In the scenario of P=1% design frequency rainfall in association with glacier-melt water, the peak flow of mountain flood in Cuopu gully catchment is 448 m3/s, the average flow velocity at the railway bridge section is about 2.75 m/s,and the water depth is about 4.62 m. According to the railway design, the elevation difference between the bottom of railway beam and the flow surface is 53.89 m,which is considered to be safe for the proposed railway.
  • ZOU Qiang, JIANG Liang-wen, YOU Yong, WANG Dong, JIANG Hu, ZHANG Guang-ze
    Journal of Changjiang River Scientific Research Institute. 2020, 37(10): 177-182. https://doi.org/10.11988/ckyyb.2019158382
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    A service-oriented method to design and construct a database and information system for mountain hazards is proposed by analyzing the hazard environment and characteristics of debris flows, collapses, and landslides along the Sichuan-Tibet railway based on survey results. An integrated database of mountain hazards was designed and built by using Geographic Information System (GIS), Remote Sensing (RS) and database technology. Based on the ArcEngine technology of service-oriented COM component, the software platform of mountain hazards management was established to perform functions including input and update of mountain disaster data, query and analysis of mountain disasters, as well as dynamic hazard assessment and mapping. The disaster data products generated by this system will support the line selection and disaster mitigation planning of the Sichuan-Tibet Railway and provide scientific support for the further establishment of a digital disaster reduction system for traffic trunk lines.