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01 June 2017, Volume 34 Issue 6
    

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    RIVER LAKE SEDIMENTATION AND REGULATION
  • DONG Yao-hua, WANG Xiu-li
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 1-6. https://doi.org/10.11988/ckyyb.20160252
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    On the basis of Schumm’s theory of river subsections and the method of river segmentation with a maximum of five reaches proposed by the author earlier, we present an optimized method of river segmentation with five subzones. Subzoning of watershed is regarded as essence and segmentation of main channel as objective. Watershed is partitioned into five subzones in line with river source, upstream, middle stream, downstream and estuary. Subsequently, the main channel is segmented according to selected knickpoints of river regime and/or tributary confluence, hence the proper number of river segments can be determined. The present method is verified through comparison with the segmentation practices of ten large rivers worldwide, among which the methods for the Changjiang River segmentation can be classified as watershed-and-channel dominated, watershed-feature dominated, and channel-feature dominated. Furthermore, by using the present method, we recommend to divide the Changjiang River into five segments as river source-Zhimenda/Batang river estuary-Yichang-Hukou-Xuliujing-Changjiang River estuary; or three segments as river source-Yichang-Hukou-Changjiang River estuary; or two segments as river source-Yichang-Changjiang River estuary. We also summarized other methods for the segmentation of mainstream Changjiang River, which are based on conventional river names for reaches, confluences of sub-basins divisions, administration zones, river index and professional management etc.
  • HUANG Jian-cheng, ZHAO Ping, YAN Xia, MA Xiu-qin, ZHOU Yin-jun
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 7-11. https://doi.org/10.11988/ckyyb.20160994
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    In order to investigate the influence of reservoir sedimentation on the operation of Zhala hydropower station on Yuqu River of Tibet, we conducted overall physical river model test and researched the sediment accumulation process in an operation period of 50 years, the distribution and elevation of sediment deposition in front of discharge structures and water inlet of the power station, as well as the sediment characteristics through turbines. Research results suggest that in the end of the 50-year operation, the sediment of the reservoir area basically reaches scouring-deposition balance, with total deposition quantity reaching about66.45%of the reservoir capacity. The sedimentation elevation in front of the dam is almost equal to the elevation of water inlet bottom of bottom hole, posing little impact on sediment discharge through bottom hole. Moreover, apparent scouring funnel is formed in front of the power station inlet, indicating that sediment accumulation in approach channel has no obvious influence on water diversion of the power station. In initial impoundment period, the particle size of sediment through turbine is less than or equal to 0.1 mm, but in the end of the 50-year operation, coarse sediment (particle size larger than 0.1 mm) accounts for 3.2% of the total sediment through turbine. In the aim of reducing sedimentation and abrasion to the power units, we recommend to optimize the reservoir scheduling and to improve the sediment discharge efficiency in the next stage.
  • WATER RESOURCES AND ENVIRONMENT
  • CHEN Yong-zhi,LI Ao,ZHOU Xiang
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 12-16. https://doi.org/10.11988/ckyyb.20160268
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    The drought evolution characteristics of Habahe in Xinjiang Autonomous Region from 1962 to 2014 were analyzed based on multi-timescale standardized precipitation index (SPI). Results show that 1) the SPI index method is highly applicable to Habahe region in the past 53 years, and the SPI values of different time scales can be used for drought monitoring, which is in line with actual drought conditions. 2) According to the process lines of SPI1(time scale of one month), SPI3 (time scale of three months) and SPI6(time scale of six months), the probability of different levels of drought events was around 20%. The drought condition reflected by SPI3 was more severe than those by SPI1 and SPI6. The value of SPI12 presented a significant rising trend, indicating that the regional climate is becoming wet gradually, conducive to alleviating regional drought. 3) The inter-annual process of SPI value in different seasons varied significantly, among which the minimum SPI value was -1.97 in 1963. During the 53 years, slight drought event appeared for 9 years, medium drought event 4 years, and severe drought event 0 year; medium and severe droughts in four seasons took up 11 years in average, accounting for 26%-28%; in winter, the SPI value displayed rising trend, whereas in other seasons the changes were not obvious. The process of SPI value in summer was similar with that of annual SPI value.
  • DAI Wen, Lu Dian-qing, WANG Jin-feng,ZHANG Fu-zhu, TONG Shuang-mei
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 17-23. https://doi.org/10.11988/ckyyb.20160253
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    The objective of the study is to analyze the water shortage in the three outlets of southern Jingjiang river and to provide scientific basis for the sustainable rational utilization of water resources in the region. The use of constant weight methods in previous studies resulted in state imbalance of evaluation indicators. In the present study, the variable weight theory is adopted to define the variable weight of evaluation indicators. Furthermore, in association with gray correlation method, the gray correlation model of water shortage is established and applied to evaluating the water shortage in the three outlets of southern Jingjiang river. The water resources in three outlets of Jingjiang river are all in small shortage, and the shortage degree in Huarong county is the largest, followed by Nanxian county and Anxiang county. The variable weight gray correlation method is feasible and reasonable in calculating water shortage degree, and it meets the requirements of a balanced evaluation.
  • LUO Xi,LIN Li,LI Qing-yun,HU Yan-ping
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 24-28. https://doi.org/10.11988/ckyyb.20160231
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    Remediation of cadmium-contaminated paddy soils by column leaching with ferric chloride was carried out. The effects of leaching conditions including dry or wet state of soil, concentration and volume of leaching solution, stirring times and leaching time on the removal rate of Cadmium (Cd) were investigated systematically. The distribution of Cd in the soil column was also studied in depth. Results suggest that the remediation effect of dry washing was better than that of wet washing. The increase of concentration and volume of leaching solution, and stirring times as well as leaching time could all result in a limited improvement of the removal rate of Cd. The removal rate of Cd achieved a maximum value of 25.4% when using dry washing with the concentration of leaching solution of 0.05 mol/L, three times of stirring, 2 days of leaching, and 450 mL leaching solution. Under this optimal condition for leaching, nearly 86.7% of the removed Cd existed in pore water, which implies that discharging the pore water efficiently is crucial in the process of leaching remediation for paddy soils.
  • SONG Li-song, YU Huan-fei, YAO Yun
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 29. https://doi.org/10.11988/ckyyb.20160266
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    The water diversion project in the east of Zhejiang province is featured with long route and complex operation management. In order to guarantee the safe and stable running and benefits of the project, we designed and developed a management system for the scheduling of the diversion project based on geological information system (GIS). The system has functions inclusive of information monitoring and management, scheduling management, project management, and administrative services. Network technology and database technology were employed for gathering and analyzing real-time monitoring information along the route. Methods of yearly superposition forecasting and dynamic correction were put forward based on time series analysis, and the workflow of scheduling was designed. The system has run stably and played a good role in the water diversion project.
  • LI Yun, ZHANG Nan
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 35-38. https://doi.org/10.11988/ckyyb.20160299
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    The imbalance between supply and demand of fresh water resources in Kunming basin gradually exacer-bates along with the social and economic development. In some areas groundwater overdraft is severe. In order to exploit, utilize and protect groundwater resource rationally, we assessed the condition of groundwater overdraft in Kunming basin, and determined the overdraft areas according to dynamic changes of groundwater table and problems caused by the changes. Results show that up until the end of 2010, the total area of groundwater overdraft zones in Kunming basin was 128 km2, ranking as middle-sized overdraft, all in exploitation prohibited zones. Furthermore, we present some suggestions and measures for dealing with the overdraft problems. The research findings offer technical support for managing regional groundwater resources in Kunming basin.
  • XU Zhen, YIN Da-cong, CHEN Jin, XU Ji-jun
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 39-44. https://doi.org/10.11988/ckyyb.20161004
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    Characteristics of algal physiological ecology is important for researchers to explore the mechanism of algal bloom outbreak and forecast and prevent algal bloom. Four common bloom algae were taken as research objects, namely Stephanodiscus hantzschii, Cyclotella sp., Scenedesmus obliquus, and Microcystis aeruginosa. The effects of temperature and illumination on the chlorophyll fluorescence of the four bloom algae were studied by chlorophyll fluorescence technology. Results reveal that Stephanodiscus hantzschii has strong adaptability to low temperature with suitable temperature ranging from 3 ℃ to 22 ℃, while high temperature could easily lead to thermal stress. In particular, under suitable temperature, its electron transport rate obviously increases with the increase of illumination, which indicates Stephanodiscus hantzschii has strong light protection and light utilization ability. Microcystis aeruginosa has good adaptability to high temperature with suitable temperature of 15~30 ℃, while blow 10 ℃ it will suffer from temperature stress, and its utilization efficiency of light energy improves with temperature rising. In addition, Cyclotella sp. also shows adaptability to high temperature, while low temperature (3~10 ℃) may cause growth retardation. In comparison, Scenedesmus obliquus displays a wider adaptation to temperature, and shows higher utilization efficiency of light energy and light quantum yield under certain temperature range (22~ 30 ℃). The results show the differences of physiological ecology characteristics of the four algae, and provide reference for the prediction, early warning and management of algal bloom.
  • LU Cong, WU Yao guo, ZHANG Shuai, GUI Liang
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 45-50. https://doi.org/10.11988/ckyyb.20161241
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    In order to explore the formation mechanism of heavy metal contamination in soil caused by metalrich fine particles, we carried out column experiments with mine tailings as object, and investigated the release and transport mechanisms of metalrich fine particles in porous media under drying wetting cycles. Results show that dryingwetting cycles significantly enhance the release and transport of tailing particles ranged from 342 nm to 955 nm. This enhancing effect is resulted from the combined action of three mechanisms, and highly depends on the drying duration instead of the number or order of dryingwetting cycles. Furthermore, the released and transported tailing particles are accumulated in the porous media, namely quartz sands. The longer the drying duration is, the more the accumulative mass is. In particular, the accumulative mass decreases with the increase of media depth, but the size distribution of the accumulated tailing particles changes little with the increase of media depth. Finally, the release and transport of fine particles should be responsible for the heavy metal contamination in soil caused by metalrich fine particles, and we should pay attention to the environmental behavior of metalrich fine particle under drying wetting cycles.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • WEI Hai-yun, XU Xiao-jie,LI Hong-wen,TANG Ming-li, ZHAO Zhen-bo
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 51-55. https://doi.org/10.11988/ckyyb.20160818
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    Seawall is the first barrier against typhoon storm surge for coastal areas and islands in Zhejiang Province. Cutting through broad areas, seawalls are severely affected by bad climate in typhoon period with rapid internal response to external influence. In view of this, a remote real-time dynamic monitoring technology for seawall safety is presented with features of large coverage, distributed monitoring and centralized management. The real-time monitoring technology was applied to the standard seawall at Yancang of Haining City in Qiantang River, as well as Wanzhang seawall of Zhoushan City in east Zhejiang. Monitoring results show that the inner water level of seawall obtained through seepage pressure gauge is well related to tide level, and the effect of tidal level fluctuation on seepage gradually weakens from the inside to the outside of seawall. The internal hydraulic gradient of seawall is within allowable value, guaranteeing seepage stability. Moreover, horizontal deformation at millimeter level would occur under the action of tide. With the tide level fluctuation, internal horizontal displacement of seawall changes cyclically. In particular, the horizontal displacement of the upper part of seawall is greater than that of the lower part. The real-time monitoring results provide technical support for routine maintenance and emergency treatment of the seawall.
  • WAN Zhi-yong, HUANG Yao-ying, ZHAO Xin-rui, ZUO Quan-yu, LI Xiang-hong
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 56-61. https://doi.org/10.11988/ckyyb.20160219
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    The deformation properties of extrusion sidewall of concrete-faced rockfill dam(CFRD) have great effect on the construction and stress deformation of concrete face in construction period. In the present research, Leica ScanStationP40 scanner was employed for the first time in deformation measurement for the extrusion sidewall of Centianhe CFRD. The scanning point cloud data in the first phase was taken as reference data to determine the deformation of the extrusion sidewall through comparison with data in the second and third phases. Furthermore, the point cloud data of the second and third phases were compared with those measured by prism in the same period. The comparison results reveal that, a) the middle and upper part of the extrusion sidewall shows a trend of displacement towards the downstream, while the lower part shows a displacement trend towards the upstream; b) the varying area of extrusion sidewall’s displacement along stream direction obtained by 3-D laser scanning is greater than that measured by prism; c) settlement of the middle and upper part of extrusion sidewall is large, and that of both sides are relatively small, indicating that the deformation of extrusion sidewall is in a stage of development, hence is not suitable for panel construction. The deformation trend of extrusion side wall obtained by 3-D laser scanning monitoring is basically in accordance with that by prism, indicating that 3-D laser scanning is feasible in monitoring the deformation of the extrusion sidewall of CFRD.
  • RAO Jun, SHEN Jian, TANG Xu-bo, FU Xu-dong
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 62-66. https://doi.org/10.11988/ckyyb.20160201
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    Prevention and mitigation of landslide disaster have received increasing attention due to frequent landslides and their severe threats to the lives and properties of human being. Risk assessment of landslide is a critical work. Fuzzy comprehensive evaluation is a common method of researching the risks of landslide, and assigning weight to each index is a difficulty. In this article, fuzzy comprehensive evaluation based on information entropy, which has been successfully applied in other fields, is introduced into the risk assessment of landslide. Information entropy is used to assign weight to each index and the result of assigning weight is more objective with no subjective randomness. Moreover, vulnerability indexes are selected in addition to stability indexes, which avoid the evaluation result of “disasters of no harm” and finally make the evaluation result more logical. With Shennongjia area as a case study, the model of fuzzy comprehensive evaluation is applied with weights assigned by the theory of information entropy to evaluating the risks of five typical landslides. The evaluation result is consistent with the actual situation, hence can be used in risk assessment to provide basis for the prevention and mitigation of landslide.
  • HYDRAULICS
  • FAN Min, ZHU Yuan-le, JIANG Yao-zu, WANG Zhi-juan
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 67-71. https://doi.org/10.11988/ckyyb.20160262
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    The calculation of mechanical energy loss of flow in open channel is an important part both in hydraulic and fluid mechanics. In this paper the mechanical energy loss is obtained based on the viscous fluid model and the equation of total flow of constant homogeneous incompressible fluid in open channel. The constitutions of mechanical energy loss and their mutual transformation are revealed. Result shows that the mechanical energy loss are resulted from time-averaged velocity gradient and dissipation of turbulent kinetic energy. When the Reynolds number is small, the time-averaged velocity gradient is the main cause of mechanical energy loss; whereas when the Reynolds number is large, the dissipation of turbulent kinetic energy is a major contributor. In conclusion, in shallow and wide open shallow with a Reynolds number of 9.5×103, the mechanical loss caused by time-averaged velocity gradient is equal to that caused by kinetic energy dissipation.
  • YE Yu-kang, LIU Xiao-ping, ZHANG Yu, SU Tian-yu, LUO Peng-fei
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 72-75. https://doi.org/10.11988/ckyyb.20160255
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    Transverse velocity, indicating the flow condition in the entrance area of ship lock, is a major index determining the safety of ships entering or exiting the entrance area. Through collecting and analyzing the data of hydraulic engineering and hydropower project in curved reach, the transverse velocity at some measurement points in the entrance area are found to be exceeding standard limit while ship model navigation parameters could meet requirements. In view of this, we conducted model test of navigation flow condition and ship model test for the second ship lock of Dayuandu navigation and electricity junction. We analyzed the characteristics of ship navigation in the entrance area of the curved reach and investigated the differences between the two test results. We propose to take the heading angle of ship navigation into consideration in research of navigation flow conditions at the entrance area of ship lock in curved reach. We also recommend to compare the effective transverse velocity which is relative to the ship with standard values.
  • ROCK SOIL ENGINEERING
  • WANG Le-hua, JIN Jing, ZHAO Er-ping, WAN Liang-peng, DENG Hua-feng
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 76-80. https://doi.org/10.11988/ckyyb.20160251
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    The degradation of sandstone, including mass degradation and variation of shear strength parameters, under the action of cyclic drying and water adsorption in high temperature season was simulated in laboratory. Sandstone samples were taken from Fanjiaping landslide in the Three Gorges Reservoir. Results indicate that 1) mass degradation rate and water adsorption rate fluctuated non-linearly under drying and wetting cycles, reflecting the dynamic development of fractures in the sandstone; 2) cohesion c and internal friction angle φ of sandstone reduced by a large margin in the initial stage of drying-wetting cycles, and then reduced steadily in the later stage, which is similar with the mass degradation law; 3) a method of determining the strength of sandstone in quantitative sense according to the extension angle of direct shear failure cracks was proposed. The research results are of practical significance to predicting rock deterioration in central China with humid climate and large temperature difference between day and night.
  • LU Yuan-fu, BAO Teng-fei, LI Jian-ming, WANG Tian
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 81-87. https://doi.org/10.11988/ckyyb.20160259
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    An improved differential evolution algorithm (IDE) is proposed by introducing adaptive factor and is applied to optimizing the kernel parameter and penalty parameter of online support vector regression (OSVR). A dynamic optimal IDE-OSVR model which reflects the complex nonlinear relationship between rock and soil mass displacements and geotechnical parameters is established. The inversion of parameters can be accomplished by inputting the soil mass displacements in the IDE-OSVR model. The initial training set is designed with uniform design method and ABAQUS calculation, then the errors of successive inversed parameters are checked, and the checked sample will be added to training set if the error is greater than the predetermined threshold. Through the continuous online learning process, the precision of parameters inversion by IDE-OSVR model can be enhanced. The inversion method based on IDE-OSVR-ABAQUS is applied to an engineering example and the result is compared with those of typical methods. The comparison result shows that the IDE-OSVR-ABAQUS inversion method is very fast with high accuracy, hence is a reasonable method for the inversion of geotechnical mechanics parameters.
  • YAN Yun-ming, LI Heng-le, GUO Shi-li
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 88-92. https://doi.org/10.11988/ckyyb.20160171
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    In the aim of obtaining the creep mechanical properties of mudstone under different stress environments, stepped loading creep test under confining pressure of 0.5 MPa, 1 MPa, 2 MPa, and 5 MPa was carried out on augergine mudstone from a project under construction. Results revealed that strength, plastic deformation ability and rheological properties of aubergine mudstone were greater and more significant with the increase of confining pressure; steady-state creep rate increased exponentially with the increase of deviatoric stress under the same confining pressure, and reduced with the increase of confining pressure under the same deviatoric stress. According to isochronous stress-strain curves, the long-term strength of aubergine mudstone was 11 MPa, 16 MPa, 22.5 MPa, and 29 MPa respectively, reduced approximately 40%~45% compared with the short-term strength under corresponding confining pressures; the long-term cohesion and internal friction angle were 3.09 MPa and 34.8° by Mohr strength criterion, decreasing by 20.6% and 25.9% compared with the short-term parameters. Furthermore, a fractional creep constitutive model with strain trigger was given to simulate the whole process of mudstone creep, and the theoretical curves fit well with experimental curves.
  • HUANG Ke, JIANG Chong ,CHEN Qing,WU Bing
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 93-96. https://doi.org/10.11988/ckyyb.20160407
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    The generation of shrinkage cracks in expansive soil in wetting-drying cycle is related to its tensile strength, which must be considered in researching the swell-shrink mechanism of expansive soil as it plays an important role in resisting the development of dry shrinkage cracks. In this research, compacted cylindrical specimens of expansive soil from Gaochun, Nanjing are taken for tensile strength test with axial compress fracture method to investigate the influences of different factors such as degree of compaction, initial moisture content, specimen preparation method, degree of saturation and suction of compaction on tensile strength. Results show that 1) tensile strength of compacted expansive soil increases with the increase of degree of compaction, but decreases with the increase of moisture content; 2) tensile strength can be weakened both by losing water and absorbing water, and the weakening by the latter is more obvious; 3) when the sample changes from unsaturated state to saturated state, its tensile strength reduces remarkably with the reducing ratio up to 80%.
  • KONG Fan-shui,ZUO Chang-qun,LI Tao,HOU Dong-bo
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 97-102. https://doi.org/10.11988/ckyyb.20160221
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    In the aim of better understanding the distribution of forces on the supporting structures in anisotropic schist tunnel, the bearing behavior of preliminary bracing and secondary lining of surrounding rocks with different schistosity plane angles in Wudang group schist tunnel area are monitored and measured. Analysis of the measured data reveals that the load shared by secondary lining is much greater than that by preliminary bracing when the surrounding rock is stable. Rock load shared by most secondary linings accounts for up to 80%-90%, which suggest that the bearing ratios of some sections exceed the standard in specifications, posing large impact on the stability of secondary lining in the subsequent operation. Supporting structure of schist tunnel shows obvious anisotropy. When the schistosity plane angles are less than 45°-55°, the lateral force when supporting structure is stable shows an increasing trend with the increase of schistosity plane angles, and a steep decrease when the schistosity plane angle is larger than 45°-55°. Forces of different parts of support structure are apparently different and obviously asymmetrical , and forces of surrounding rock of schist tunnel and supporting structure has consequent bias characteristics.
  • QIU Yue,GAO Yu-feng,LI Bing,WANG Yu-ke,WU Di
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 103-107. https://doi.org/10.11988/ckyyb.20160228
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    Limit envelope method is employed to obtain the uplift bearing capacity of caisson foundation under inclined load. Functions of ultimate uplift bearing capacity of caisson foundation under horizontal load and vertical load are presented based on 15 sets of model tests and reasonable assumptions. Through analyzing the relationship of coefficients of horizontal and vertical ultimate bearing capacity respectively vs. ratio of length to diameter, the calculation methods for the bearing capacity of caisson foundation under horizontal load and vertical load are obtained. Furthermore, a power function between normalized ultimate horizontal bearing capacity and normalized ultimate vertical bearing capacity of caisson foundation in the presence of varying ratio of length to diameter and angle of load i obtained according to the diagram of failure envelope between the two normalized values. And then the ultimate bearing capacity of caisson foundation under inclined load is obtained.
  • ZHANG Tao, SHI Sheng-wei,XIE Zhong-sheng
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 108-113. https://doi.org/10.11988/ckyyb.20160289
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    The mechanical properties and failure modes of lattice framed anchor system in preventing landslide are investigated through large-scale physical model test on the interaction between anchor system and landslide. The resistance of soil under lattice girder, the internal forces, displacements and deformations of lattice girder are obtained. Results show that under the actions of landslide thrust and anchorage force, the lattice girder as a whole is subjected to forces in an “S” shape, which means that the beam part below node was subjected to tension, the above node compression, and below mid-span of the beam compression, and above mid-span tension; with the increase of load and the gradual destruction of landslide model, the node of lattice girder bends towards the inside of the slope, the mid-span bends towards the outside. Moreover, the failure modes of lattice framed anchor system are summarized into four types bending failure in an “S” shape in the mid-span, cataclastic failure of node caused by compression, extrusion of soil between girders, and extrusion of soil above girders, among which plastic bending failure is a main failure mode.
  • PENG Shi-qi,ZHANG Zhi-long,FEI Wen-ping,MO Ji-xing,XU Zhen
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 114-118. https://doi.org/10.11988/ckyyb.20160240
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    Having experienced 5·12 Wenchuan earthquake and 4·20 Ya’an earthquake, the left bank accumulation body in front of a hydro-junction has degraded in its stability and physico-mechanical parameters. Although the accumulation body is stable in general at present, its overall stability will have a significant impact on the safe and stable operation of downstream hydro-junction when similar earthquake occurs again. In view of this, we calculated the permanent displacement of the accumulation body under earthquake action by using FLAC3D and Newmark Method. We conclude that the displacement of the accumulation body is mainly located in the small part above the pressure body, and the maximum displacement is 0.56m. Furthermore, we estimated the stability of the accumulation body according to the displacement and plastic zone. The accumulation body will still be stable as a whole under similar earthquakes, with only local shallow surface creep. The result offers a basis for ensuring the safe and stable operation of the downstream hydro-junction.
  • KANG Zhi-jun, TAN Yong, DENG Gang, WEI Bin
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 119-123. https://doi.org/10.11988/ckyyb.20160195
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    The deformation behaviors of deep excavation and its adverse impact on surrounding environment could be effectively controlled by reinforcement in the passive zone which is widely applied in actual projects. With a deep excavation for the metro station in Shanghai soft soil area as research background, the impact of reinforcement in passive zone on excavation-induced deformation was investigated by numerical simulations. Results showed that by reinforcement in passive zone, the magnitude of deformations could meet control requirements. With the increase of reinforced depth, deformations such as lateral wall deflection, ground settlement and bottom upheaval could be effectively controlled; but excessive improvement on the magnitude of E50ref for reinforced soil had little impact. The effect of controlling excavation deformation by reinforcement of entire basal soil is obviously superior to that by reinforcement along the diaphragm wall under equal condition.
  • LIU Yong-li, XIAO Heng-lin, HU Qi-zhi, MA Qiang, LI Li-hua
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 124-127. https://doi.org/10.11988/ckyyb.20160167
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    Application of distributed optical fiber temperature sensing (DTS) technology to the detection of bored pile’s integrity is still in experimental stage, in lack of theoretical basis for fiber layout and mature evaluation system for pile quality. According to the theory of radial heat conduction with internal heat source, some key procedures of detecting bored pile’s defectives by DTS were researched. With bored piles of 300mm, 400mm, 600mm, and 1000mm diameter, the heat transfer characteristics with fiber heat source built-in along the central axis of pile were studied. Furthermore, the relationship between heating power and temperature field was analyzed with excessive temperature of 1K. On this basis, the requirements for fiber layout and heating power by DTS were analyzed.
  • ZHANG Zhi-cheng, TANG De-gao, RONG Xiao-li, HUANG Hou-xu
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 128-131. https://doi.org/10.11988/ckyyb.20160184
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    The mechanisms and mechanical processes of water bursts caused by tensile-shear failure and compression-shear failure of fractures in karst tunnel construction are analyzed according to the hydraulic fracturing principle. Results show that the critical hydraulic pressure of water burst is affected by trend and location of fractures and other factors. Through analyzing the distribution characteristics and gradient of water pressure in the process of fracture propagation, the critical water pressure of tensile-shear failure is revealed greater than that of compression-shear failure. And the crack extension is discontinuous under the action of hydraulic fracturing. The research results are of significance for the prevention and treatment of water burst in the process of tunnel construction.
  • RONG Lu,XIONG Zhi-wen,SUN Run-dong, LIANG Heng-xiang
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 138-142. https://doi.org/10.11988/ckyyb.20160682
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    Special engineering properties of loess often lead to hazards of highway culvert in the loess area. In order to address the problem of post-construction settlement of highway culvert caused by poor foundation in collapsible loess area, we treated the foundations of two highway culverts on collapsible loess area of the highway from Minhe to Xiaoxia in Qinghai province as a case study by replacing loess with lime-soil (hereinafter referred to as replacement method) and by filling lime-soil into boreholes for compaction (hereinafter referred to as compaction method), respectively, and monitored the settlements of the treated culverts for one year. Results revealed that the accumulative total settlements of culvert treated by the two methods were 25.0 mm and 18.2 mm, respectively. Both the methods could effectively eliminate the collapsibility deformation of highway culvert caused by water immersion and remarkably improve the bearing capacity of foundation. Foundation settlements became stable in a year after the foundation treatment. The compaction method is more efficient in eliminating deformation and improving bearing capacity than replacement method. The research result serves as a reference for the design and construction of highway culvert in collapsible loess area.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • YAN Xiao-hu,YAO Xin-hua, WANG Xiao-jun,YANG Hua-quan
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 143-148. https://doi.org/10.11988/ckyyb.20160276
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    In impervious structures such as hydraulic asphaltic concrete, alkaline aggregate is generally considered to be of good adhesion resulted from the chemisorption between alkaline aggregate and surface active materials of asphalt; while acidic aggregate could lead to structural damage as asphalt film is easily replaced by water and detached from aggregate under long-term water immersion because the physical adsorption could not guarantee the adhesion and durability of asphalt. By using artificial limestone and natural gravel aggregates, laboratory tests were conducted to research the mix proportion of hydraulic asphalt concrete for Nuer water control project in Xinjiang, which has rich natural acidic gravel aggregate near the dam site but no alkaline aggregate nearby. Optimization of mix proportion is proposed as follows gradation index r=0.40, filler content F=12%, asphalt content B=6.9% for concrete with artificial limestone aggregates, and B=6.0% for concrete with natural gravel aggregates.
  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES
  • CHENG Yong-hui, GONG Quan , GUO Peng-jie
    Journal of Changjiang River Scientific Research Institute. 2017, 34(6): 149-154. https://doi.org/10.11988/ckyyb.20160295
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    Drainage system and pressure reduction measures are usually adopted to treat the uplift of anti-seepage structure of water transfer project caused by long route and varying groundwater table. Check valve-drainage system in which reverse check valve plays a key role makes one of the best choice for its one-way flow performance. Existing reverse check valves have an inflexible opening and shutoff process, a poor long term performance, a meticulous construction operation, and must be accurately installed in a certain direction. To solve these problems, a novel reverse check valve based on differential pressure amplification is researched and developed in consideration of application conditions. The principle of opening and shutoff is improved; and new shutoff type and anti-clogging method are put forward. Opening and shutoff of the new check valve is only driven by amplified differential water pressure, and no other external force is needed, thus, it can be installed in every direction. Differential pressure amplification components and arc close structure are developed to improve the reliability and flexibility of opening and shutoff. Anti-clogging structure is designed and anti-fatigue problem is considered to ensure the long-term performance. The new reverse check valve can be widely used in the drainage system of canal, slope protection of dike and river course, groundwater table change belt of dam, water conveyance tunnel and other water-involving structures.