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25 May 2016, Volume 33 Issue 6
    

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    RIVER-LAKE SEDIMENTATION AND REGULATION
  • WEI Bing-qian ,YAN Pei ,LIU Yan-li ,LIU Rui ,LIU Feng-bin ,LI Qiang , YANG Ming-yang
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 1-7. https://doi.org/10.11988/ckyyb.20150183
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    The study on bend flow is important for the development of rivers, sediment protection and river evolution. If the numerical simulation can be effectively used to reveal the law of flow and scouring and silting on bed surface, it will save a lot of manpower, money and time. In this study, two kinds of curves slow-round-slow bend and symmetric convex curves, which can be introduced to decrease the impact force of the current and to prevent scouring along the river bed, dike and feet of the dike. Through the numerical analysis, some results can be concluded the ultra-high and horizontal surface slope of the slow-round-slow bend and symmetric convex curves are significantly reduced compared with the round bend; In addition to the corner imports, on cave bank, the bottom velocity of slow-round-slow bend and symmetric convex curves is less than that of the round bend, convex bank of imports and cornering near top cross-section, the flow velocity near bottom of these two bends is significantly smaller than that of the round one; The deep groove of these two inserted with graded curves is obviously shallower than that of the round bend from the figure of vertical and horizontal erosion and deposition on the bed surface.

  • WATER RESOURCES AND ENVIRONMENT
  • SUN Yu-ting ,WANG Hai-yun ,ZHANG Ting , XU Ji-jun ,YIN Da-cong
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 8-11. https://doi.org/10.11988/ckyyb.20150528
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    Nine kinds of hydrophyte and the corresponding water samples and sediments from the East Lake of Wuhan were collected, and the concentrations of heavy metals (Cd, Zn, As, Cu, Co, Pb, Mn, Cr, Ni) in these samples were measured by microwave digestion-ICP-MS (Inductively coupled plasma mass spectrometry). Results indicate that the nine hydrophytes have some coherence in adsorbing heavy metals, and the order of these metals is Mn>Zn>Pb>Cu>Ni>Cr>As>Co>Cd. As for different parts of the hydrophytes, the adsorptive ability of root is the largest, followed by stem and leaf, and as for different kinds of hydrophytes, the adsorptive ability of submerged plant is the largest, followed by floating-leaved plant and emerged plant. The bioaccumulation factors of ceratophyllum demersum, duckweed and water hyacinth are large, so they can be used as remediation plant to purify the water contaminated by Mn, Zn, and Cd.

  • ZHU Bei, ZHAO Jian, CHEN Xiao-bing, LI Ying-yu
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 12-17. https://doi.org/10.11988/ckyyb.20150180
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    Temperature was used as a tracer to capture the hypothetic flow. Based on the equation of onedimensional steadystate water and heat transport in saturated porous medium, seepage velocities were estimated using time series thermal data. The application conditions and ranges, and the sensitivity to thermal properties of this method were analyzed. The vertical temperature at different depths in the riparian zone of the lower reach of Xin’an River, in Zhejiang Province, were monitored, and the changes in phase and amplitude of the temperature type curve were analyzed to quantify surface watergroundwater interactions. Results show that seepage velocity was sensitive to amplitude variation at low flow rates, and the greatest sensitivity of seepage rate to phase shift occurred near ±1×10-5m/s. In the monitoring period, the seepage velocity fluctuated from 2.22×10-5m/s to 4.39×10-5m/s, and the values of the seepage velocity were all positive, which means that groundwater was recharged by surface water. The time series method which is insensitive to streambed scour and sedimentation, allows for application under a wide range of complex hydrodynamics conditions, and overcomes the effect of thermal dispersivity to some extent.

     

  • WATER RESOURCES AND ENVIRONMENT
  • TANG Chao-chun, CHEN Hui-min, YE Xin, LIU Ming
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 18-23. https://doi.org/10.11988/ckyyb.20150479
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    In order to solve the problem of high contents of iron and manganese in groundwater, the adsorption method has been widely used due to its advantages of large capacity, small energy consumption, low pollution, fast removal efficiency, and recycled usage. We introduce the principle and effectiveness of adsorption using manganese sand, zeolite, volcano rock, biomass, activated carbon and silicon carbon adsorbents, and expound the modification result and influence factors of some adsorbents. Also we point out the improvements and research directions of the adsorbents manganese sand can be modified to weaken the influence of pH and other factors on the adsorption; the research focus of zeolite and volcanic rock remains on the modification; the adsorption effect of biomass in the polluted area should be emphasized; silicon carbon adsorbents can be used together with other adsorbents.

  • WATER-SOIL CONSERVATION AND ECO-CONSTRUCTION
  • GUAN Shi-feng , XIA Zhen-yao , ZHANG Lun , HU Wen-jing , ZHANG Shou-de , XU Wen-nian
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 24-28. https://doi.org/10.11988/ckyyb.20150201
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    In order to explore factors influencing the shrub plant roots and soil interface friction, we carried out the direct pull-out test on Indigofera Amblyantha Craib root to study its anti-pullout force under different soil dry densities. The results show that (1) the curves of anti-pullout force vs. displacement of the roots can be divided into three phases of steep rise, steep fall and gentle decline, increasing linearly to peak value at the start phase, and then presenting non-linear trend; (2) the maximum anti-pullout force of Indigofera Amblyantha Craib root increases obviously linearly with the increasing of root diameter under the same soil dry density, and the coefficient of correlation reaches 0.9; (3) the maximum anti-pullout force of Indigofera Amblyantha Craib root increases with the increasing of soil dry density with given root diameter, and the modes of pull-out failure of all roots are friction failure when the soil dry density varies from 1.35 g/cm3 to 1.45 g/cm3 and 1.55 g/cm3, while when the density is 1.65 g/cm3, root diameter of 0.586 mm is the critical point from friction failure to tensile failure, which means that the pull out failure mode is tensile failure when the root diameter is less than 0.586 mm, and friction failure when the root diameter is larger than 0.586 mm. Therefore, root diameter and unit weight of soil have influence on the anti-pullout force of root-soil interface.

  • FLOOD PREVENTION AND DISASTER REDUCTION
  • LIU Lin ,CHANG Fu-xuan ,XIAO Chang-wei ,GAO Yan-hong ,CHENG Ling-she
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 29-35. https://doi.org/10.11988/ckyyb.20150225
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    The purpose of research on dam-break flood is to calculate the dam-break flow, water level hydrograph and the downstream flood flow, flow velocity, water level, arrival time of the wave front and peak along the flow path, to evaluate the loss caused by downstream flood and take measures to reduce flood risk. A review was made on the study of dam-break flood from aspects of theoretical analysis, physical experiment and numerical simulation on dam failure and flood routing in the downstream. The developments, achievements and progresses of researches on dam-break flood in recent years in China and abroad are summarized, and the prospects and focus were prospected. At present, the numerical solution of the dam break theory is developing rapidly, the dam-break mechanism has been proposed according to dam-break experiments, the research has become increasingly modelled. But it’s hard to accurately express the dyke erosion process while high strength sediment transport theory has not been established yet, and also the research about cascade dam-break floods and glacier lake outburst floods is rare. In the future, we should strengthen the theoretical research, conduct large-scale model test for dam breach of cascade reservoirs, improve simulation of cascade dam-break floods and glacier lake outburst floods, and further build a fast and reliable forecasting system for regional dam-break flood.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • WU Sheng-wen ,QIN Peng ,GAO Jian ,YAN Xiao-qun
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 36-40. https://doi.org/10.11988/ckyyb.20151101
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    Establishing proper evaluation indexes and criterion and making accurate judgment on dam’s operational risk according to the real operation condition is important for operation management in water conservancy projects. However, complex fuzzy, nonlinear relations exist between the evaluation indexes and criterion. Set pair analysis method has priority in quantitatively dealing with uncertainty problems between multifactors, hence it can be used for the evaluation of dam’s operational risk. An assessment model for dam’s operational risk based on entropy theory and set pair analysis theory was built. The index weights were determined through calculation of information provided by each factor. The model was applied to evaluate the operation risk of a dam, and the safety level of the dam was obtained and the development trend of the risk was predicted. Results showed that the present method based on set pair analysis and entropy theory is simple and feasible, scientific and reasonable, and offers new idea for the assessment of dam’s operation risk.
  • YANG Xiao-song , YANG Bao-cun , WANG Zheng-zhong , HE Xing-hong
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 41-46. https://doi.org/10.11988/ckyyb.20150219
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    Research on the mechanism of frost damage of canal with concrete lining under the influence of solar radiation in seasonally frozen regions has some limitations. In view of this, we established finite element model with unsteady temperature field and phase change based on prototype observation data to analyse the relationship between thermal regime and solar radiation absorption in frozen period. Actual environmental factors, such as solar radiation, air temperature and wind speed, were considered in the model. The slope of Jinhui main canal’s E-W directional segment with concrete lining was taken as a case study. The simulation result indicates that the lateral asymmetric and uneven thermal field of canal foundation is the main cause of canal lining’s frozen damage in cold regions; the average daily solar time and solar radiation of southern and northern slopes are also lateral asymmetric and uneven; the average temperature difference of shallow canal foundation (0.4 m) is in polynomial relation with the average solar radiation difference; the maximum temperature difference of canal foundation is in linear relationship with the depth; the solar radiation absorption coefficients have great influence on the heat exchange of canal foundation; the maximum temperature difference between sunny slope’s and shady slope’s lining board surface increases linearly with the enlargement of solar radiation absorption coefficient; the southern slope’s frozen depth decreases by 25% and the northern slope’s by 37% when the solar radiation absorption coefficient increases from 0.65 to 0.8.
  • HE Jian-xian, WANG Yun-sheng, CAO Shui-he, HE Zi-hao, MAO Shuo, HUANG Jian-long
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 47-52. https://doi.org/10.11988/ckyyb.20150199
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    In order to analyze the dynamic seismic response and topographic amplification effect of Kangding Ms6.3 and Ms5.8 earthquakes, we excavated adits at different altitudes and placed monitoring instruments on both sides of the slope at Mogangling segment of Dadu River. The monitoring data reveals that 1) the peak ground accelerations (PGA) in both horizontal and vertical directions at 1# monitoring site are the biggest. In Ms6.3 earthquake, the PGA in horizontal and vertical direction is respectively 16.5-22.2 cm/s2 and 8.9 cm/s2, and in Ms5.8 earthquake the horizontal and vertical PGA is 9.9-11.8 cm/s2 and 4.1 cm/s2, respectively; 2) with the horizontal and vertical PGA at 2# monitoring site as reference, the horizontal and vertical PGA amplification factors of 1# monitoring site are the biggest, reaching 5.4 and 4.2 respectively in Ms6.3 earthquake and 3.7 and 2.2 respectively in Ms5.8 earthquake; 3) difference of predominant period of each monitoring site is not big in the same period frequency from Fourier spectrum in both earthquakes; 4) the acceleration response spectrum at each monitoring site shows that the horizontal and vertical amplitudes of 1# monitoring site (which is in the highest altitude) are the biggest. For the same site, horizontal and vertical amplitudes of Ms6.3 earthquake are both larger than those of Ms5.8 earthquake. Studies suggest that under strong earthquake, seismic wave is amplified selectively in different parts of slope at different elevations, and topographic amplification effect of ground motion is bigger at higher altitude.

  • HYDRAULICS
  • WU Ying-zhuo, JIANG Yao-zu, JIANG Bo-le, WANG Zhi-juan
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 53-57. https://doi.org/10.11988/ckyyb.20150836
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    The great stream power in shiplock filling and emptying system with high head may cause harm to the safety of shiplock operation and ship berthing. Choosing a proper type of filling and emptying system will be vital in guaranteeing engineering safety. With the construction of Datengxia shiplock which is a large single lift lock with super-high head, the existing filling and emptying systems cannot meet the shiplock requirement, and a system with better energy dissipation effect is in urgent need. According to relative researches on Datengxia shiplock and successful experiences in the layout patterns of shiplock’s filling and emptying system with high head at home and aboard, we summarize the matching relations between shiplock type and operation head as well as chamber scale, and present a new dynamically balanced system pattern fit for the main features of Datengxia shiplock, with autonomic diversion outlets in the whole chamber at 4 zones. This new type of shiplock filling and emptying system with interior energy dissipation function can provide reference for the design and study of subsequent large shiplocks with super-high head.

  • ROCK-SOIL ENGINEERING
  • ZHANG Jia-fa , FAN Shi-kai , TAO Hong-liang ,WU Qing-hua
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 58-64. https://doi.org/10.11988/ckyyb.20150490
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    Cut-off wall is widely used to control the seepage field for building’s foundation pit, but the efficiency of cut-off wall is not known very well. In the background of the common foundation of double layers in Wuhan of China, a model was set up for the seepage field around a typical building foundation pit. Through numerical simulation, the law of seepage field control for cut-off wall was revealed. Then the application of cut-off wall was discussed on the basis of the study results and engineering practices. It is pointed out that cut-off wall of closure type could control seepage field efficiently under the conditions that the cut-off wall is prevented from any defect and is extended into reliable stratum with low permeability. The seepage control efficiency can be promoted to limited extent for the cut-off wall of suspension type with higher penetration rate which should be set reasonably with the cost, duration, water discharge and safety being taken into account. An efficient seepage field control system must be formed by coordinating cut-off wall and drainage measures. The seepage field control system for a building foundation pit should be designed in consideration of adjacent buildings, flood control projects and other facilities in addition to geological and hydrological conditions. Then we can achieve the safety of foundation pit and control its adverse effect on environment. These conclusions are referential for the foundation pit of public works including metro engineering.

  • L Wen-zhi , RAO Xi-bao ,XU Han ,CHENG Yong-hui
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 65-69. https://doi.org/10.11988/ckyyb.20150178
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    In order to realize the scientific and reasonable design and construction of composite foundation of grid-shaped CDM(cement deep mixing) piles with high-replacement rate in sand foundation, we carried out the static load tests on the composite foundation of grid-shaped CDM piles, Xinglong hydro-junction in Hanjiang River basin in Hubei provinceis taken as example. Result shows that 1) the P-ΔS/ΔP(pressure vs. variation rate of settlement with pressure) curve of CDM piles can be divided into three sections, that is, the line segment of pile shaft resistance, the adjustment and change section of pile tip resistance and the failure section of pile tip resistance. 2) The curve of P-ΔS/ΔPcould better reflect the rigid variation and working behavior of the composite foundation of CDM piles than the curve of P-S(pressure vs. settlement). Moreover, the pile shaft resistance can be fully developed, which has mouth-shaped layout with high-replacement rate in sand foundation. The piles in grid shape are typical frictional end bearing piles as the limit bearing capacity of pile is mainly affected by the residual strength of bottom sandy soil in compacted state after shear failure.

  • LIU Pan , ZHOU Xiao-wen , HE Yong-bin , ZHAO Shi-wei
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 70-74. https://doi.org/10.11988/ckyyb.20150166
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    In engineering practice, conventional triaxial tests under isotropically consolidated conditions cannot reflect the effects of various stress paths on the mechanical behavior of granite residual soil which is widely distributed in south China. To investigate the influence of the initial mean effective stress p′c and the initial stress ratio ηc on the undrained shear behavior of reconstituted granite residual soil, a series of triaxial tests under different consolidated conditions were conducted on the GDS triaxial apparatus. The test results revealed that both the initial mean effective stress and the initial stress ratio have effects on the undrained shear behavior. It was found that, for the granite residual soil in this study, under the same initial stress ratio, there would be an increase of undrained shear strength and excess pore water pressure with a higher initial mean effective stress. Besides, under the same initial mean effective stress, the higher the initial stress ratio is, the higher the undrained shear strength and the lower the excess pore water pressure would be. However, a unique critical state line can be postulated in e-p′-q space, regardless of the various initial mean effective stress and initial stress ratio.

  • YANG Chun-jing, ZHANG Di
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 75-78. https://doi.org/10.11988/ckyyb.20150447
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    To investigate the stability of loess slope in Fufeng district of Shaanxi province, we carried out drained triaxial creep tests of unsaturated remoulded loess by SR60, a traixial creep instrument. Test results show that the creep characteristics of loess is obviously influenced by water content, confining pressure and consolidation pressure. The creep strain grows much bigger, and the creep phenomenon is quite obvious when the water content is higher and confining pressure is lower. Meanwhile, with other condition invariable, the creep strain increases with the growing of consolidation pressure. On the basis of analyzing test data, we proposed an empirical creep model and compared it with Singh-Mitchell model and Mesri model. The comparison reveals that the model is of high accuracy and easy-obtained parameters in simulating the creep characteristics of loess.
  • LIU Jia-long , WANG Shi-mei , HU Qiu-fen , GUO Zhen
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 79-82. https://doi.org/10.11988/ckyyb.20150170
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    In order to obtain influence of matric suction on relaxation properties of unsaturated soil, we conduct stress relaxation tests of unsaturated soil of a landslide in Three Gorges Reservoir area by using GDS triaxial apparatus. Exponential function, logarithmic function and power function are selected for curve fitting. Through comparative analysis, power function is selected as the relaxation model as it has maximum fitting accuracy, and the model parameters under different matric suctions are obtained. The correlations between matric suctions and model parameters are analyzed, and function relationships are built. The function relationships are substituted into the relaxation model equation and a relaxation model that can reflect the effect of matric suction of unsaturated soil is obtained.

  • LI Xue-mei, RONG Chuan-xin, CHENG Hua
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 83-87. https://doi.org/10.11988/ckyyb.20150610
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    As porous medium, concretes of the shaft lining of coal mine are affected by underground water seepage flow. The three-parameter strength criterion and elastic-plastic theory are used to obtain the stress distribution of shaft lining in the elastic zone and plastic zone, and the analytical expression between the groundwater pressure P0 on shaft lining and the plastic zone radius rp. The results show that the ultimate bearing capacity of the shaft lining is the largest when seepage flow is not considered, and the hoop stress σθ of the shaft lining is about 2.7 times of the uniaxial compressive strength of concrete cubes. However, when seepage flow is considered, the ultimate hydraulic pressure that the shaft lining can bear gradually decreases with the increases of porosity β, and when β equals 0.2, the hoop stress of the shaft lining is about 2.4 times of the uniaxial compressive strength of concrete cubes. Therefore, seepage flow has significant influence on the stress distribution of the shaft lining. Moreover, with the increase of hydraulic pressure, the radial stress σr and the hoop stress σθ of concrete in the elastic zone gradually increase, however, when the hydraulic pressure reaches or exceeds the limit pressure(corresponding to the plastic radius), the radial stress σr and the hoop stress σθ in this position remains unchanged. The results provide theoretical reference for the structure design of shaft lining.

  • ZHAI Han-bo , LI Da-yong , LIU Qing-song , WANG Kai-ting
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 88-93. https://doi.org/10.11988/ckyyb.20150561
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    The pole point on Mohr circle of strain is a point so special that it can help to readily find strains on any specified plane by using diagram instead of complicated computation. In this paper, two methods are put forward to determine the pole point on the Mohr circle of strain, i.e. the parallel line method and the normal line method. On the basis of contradiction method, the uniqueness of strain pole point is proved by parallel line method and normal line method; on the basis of geometric graphical method, the reliability of determining strain pole point by parallel line method and normal line method is verified. Research shows that the two strain pole points determined by the two methods are on a diameter line of the Mohr strain circle. When certain proportional relation is given, the corresponding stress pole point and the strain pole point are on the radius line of the concentric circle consisting of the Mohr stress circle and Mohr strain circle. The strain pole point method is a preferred solution to determine complex strain state of the strain element and the deformations in geotechnical fields.

  • CHEN Chao ,REN Guang-ming ,WU Long-ke ,WEI Zhen-xin ,LU Bo
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 94-98. https://doi.org/10.11988/ckyyb.20150306
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    Through field investigation and according to the topography and landform characteristics, structural characteristics of slope, deformation characteristics of slope and deposits characteristics on riverbank, we conclude that the ancient landslide slid down with a high speed after failure, then hit the hill on the opposite bank and blocked river. After a long time of fluvio-lacustrine deposit, the barrier dam overflowed broke down with stepwise scour and the debris were still left on the left and right side of the river. Restoring the original terrain and using general limit equilibrium method, we analyze that the landslide is inducted by earthquake. To further research the formation of blocking river and deformation failure mechanism of the landslide, we employ discrete element method to simulate the landslide process. Results reveal that under natural circumstance, relaxed-tension cracks in shallow surface of the slope developed along the bedding plane and preferred gently-inclined plane; while under earthquake condition, tensioned fracture occurred inside the slope and shear failure happened along the gently-inclined structural plane. The slope experienced the following stages (1) shearing deformation happened in the leading edge and vibration-tension cracks occured in the back edge of the slope; (2) sliding plane penetrated through and the slope slid in high speed; (3) the landslide scraped the riverbed and ploughed the hill on the opposite bank; (4) the leading edge of landslide uplifted for impediment, the back edge stood and glided, and the middle part blocked the river; (5) the landslide self-stabilized after earthquake. The slope has an obvious amplification effect under the action of seismic dynamic load.

  • TAN Fu-lin, HU Xin-li, ZHANG Yu-ming, FANG Kun, LI Rui
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 99-104. https://doi.org/10.11988/ckyyb.20150169
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    Complex landslide is the combination of load-caused landslide and retrogressive landslide, with the characteristics of both load-caused landslide and retrogressive landslide. Through research on the formation mechanism of complex landslide, we reveal that complex landslide successively experiences the failure modes of retrogression in the front side, load in the backside, penetration of slip zone in the middle, and finally global sliding instability. Correspondingly, we divide complex landslide into three zones start area in the leading edge (tractive effect), main slide area in the middle, and start area in the trailing edge (loading effect). According to the failure modes and mechanical characteristics of different areas, as well as the interaction among these areas, we establish a calculation model of geomechanics, and derive the thrust of the three areas in detail. The thrust calculation for different areas should be specific. For the calculation of leading edge start area and trailing edge start area, their interactions with the main sliding area should be considered. And the stability of the main sliding area plays a dominant role in the whole landslide. It is necessary to consider the absence of slide-resistance of the leading edge start area and also the loading effect of the trailing edge start area. Calculation example of a typical complex landslide proves the rationality of the thrust calculation method. This research provides a reference for the prevention and control of complex landslide.

  • HU Ya-yun ,DENG Hua-feng ,WAN Liang-peng ,ZHOU Mei-ling
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 105-108. https://doi.org/10.11988/ckyyb.20150214
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    The excavation and unloading deformation stability of the deep discharge tunnel inlet at a hydropower station were analyzed to optimize the anchorage angle using software ADINA in association with the actual geological conditions and the actual needs of deformation control. Moreover, the reinforcement effect of the slope under different anchorage forces and angles was analyzed. Results show that the reinforcement effect is the best when anchorage angle of depression is 20°, and anchoring force is inversely proportional to the slope deformation. In this paper, prestressed anchor of 2 000 kN was used to control the cost. Besides, radial gate is adopted at the vertical segment of the excavated slope of deep discharge tunnel, so the deformation at this position needs to be stringently controlled to guarantee the gate’s normal operation. Anchorage force has direct influence on the reinforcement effect. The research results offer reference for the anchorage design of high and steep slopes.

  • ZHANG Tan, ZHENG Hong, NIE Zhi-bao
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 109-114. https://doi.org/10.11988/ckyyb.20150746
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    To analyze the stability of reinforced slopes, on the basis of the global analysis of slope stability, a new procedure is proposed to compute the factor of safety of slopes reinforced with piles. By taking the whole sliding body, instead of individual slices, as the analysis object, three equilibrium equations are formulated according to the moment equilibrium conditions. But in traditional method, we establish two force equilibrium equations(horizontal direction and vertical direction) and one moment equilibrium equation at a given point. By using the new method, we can obtain unique real number solution of the equation and positive safety factor. This method is not only suitable for slopes with slide surfaces of different shapes, but also possesses excellent numerical properties with a very large scope of convergence and a very rapid convergent rate.Moreover, it can be easily extended from two-dimension to three-dimension. Finaly, two examples are given to prove the effectiveness of this method.

  • HYDRAULIC STRUCTURE AND MATERIAL
  • ZHAO Mang , YAN Shao-jun , HE Kai , DOU Yan , FANG Yun , ZHAI Guo-lin
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 115-123. https://doi.org/10.11988/ckyyb.20150188
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    Water-seepage is one of the most serious diseases endangering Longmen Grottoes, impervious grouting is a fundamental way to control seepage. As the early use of superfine cement and epoxy resin materials have poor durability, severe salinity problem, more effective seepage materials are demanded urgently. In this paper the liquidity, shrinkage rate, compressive and flexural strength and other characteristics of five new material formulations which include metakaolin, natural hydraulic lime, sulphoaluminate cement and so on obtained from indoor test are analyzed. Results reveal that the material formulations of metakaolin, natural hydraulic lime, and bentonite are suitable for field grouting. In the field grouting test, the grouting pressure is determined 0.10.4 MPa, and the groutability and grouting parameters are discussed and analyzed. Moreover, for the evaluation of the grouting effect, the curing degree, density, filling degree, bonding degree and other aspects of the grouting materials are examined and analyzed after 28 days. Results show that the grouting effect of the metakaolin is the best.
  • LI Wei, SHEN Rong, ZHAO Yun-chuan, GONG Wei-qun
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 124-128. https://doi.org/10.11988/ckyyb.20140912
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    Temperature crack in the pouring process of mass concrete of concrete arch dam and gravity dam could be a hidden troubles that affects the safety of the dam, especially reduces the tensile strength and shear mechanical properties of concrete dam, and also affects the long-term stability and the service life of the dam. During the pouring of mass concrete of a hydropower station, part of the dam was affected by temperature and cracks penetrated through. By using the crack grouting material for the hydropower station dam, we carried out indoor tests and compared the test results. The indoor tests include shear test on the original concrete core sample with no crack from the dam, shear test on cube concrete samples with cracks (made by splitting) and concrete core samples after simulation chemical grouting, and shear test on concrete core samples with cracks fully bonded after grouting. Results show that after chemical grouting treatment on the cracks, the shear parameter f ′ reaches the 83% of the original concrete, and c′ s the 68% of the original concrete. The result of indoor chemical grouting simulation is better, with f ′ equaling the level of original concrete, and c′ reaching above 85% of the original concrete. Chemical grouting is an effective measure to treat dam cracks and improve the shear strength and the impermeability of concrete. The research results provide reference for reasonable values of mechanical parameters of concrete after chemical grouting.
  • WANG Zhou , WU Lin-qiang ,LIU Zeng-hui
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 129-133. https://doi.org/10.11988/ckyyb.20150464
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    On the basis of the Kanai-Tajimi model and Clough-Penzien model of stationary ground motion processes, two types of generalized evolutionary spectral models of fully non-stationary ground motion acceleration process are established, respectively. According to the Code for seismic design of hydraulic structures (DL 5073—2000), the parameter values of generalized evolutionary spectral models are identified. Applying the spectral representation and random function method, the representative samples ensemble of fully non-stationary ground motion process for the two generalized evolutionary spectral models are generated, and the comparative analysis of the second-order numerical statistics is carried out. Moreover, through comparing the average response spectrum of representative samples ensemble and response spectrum calculated by the code, it is found that the generalized evolutionary spectral models of Kanai-Tajimi spectrum is more applicable to seismic design of hydraulic structure. Finally, through combining Kanai-Tajimi generalized evolutionary spectral model with probability density evolution method, the random seismic response analysis and reliability evaluation of an aqueduct structure is investigated.
  • SUN Peng, YAN Shao-jun, DOU Yan, CHEN Jia-qi, HE Kai
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 134-139. https://doi.org/10.11988/ckyyb.20150277
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    Seepage from sandstone fractures is an important cause of the deterioration of Dazu rock carvings, a world cultural heritage site. Fractures grouting is a traditional and effective way for the treatment of fracture seepage. A modified inorganic and environmental composite material of Metakaolin has been proposed for the grouting in the fractures of Dazu carvings. In this research, laboratory test with a man-made fracture was conducted to study the groutability of this material. By controlling the opening of fracture through two sandstone slates, the grouting procedure and minimum span of the artificial fracture were recorded to study the influence of water-cement ratio, grouting pressure and grouting duration. Results reveal that the minimum width that the slurry can flow into is controlled by the water-cement ratio, grouting pressure and grouting duration. Among the three factors, water-cement ratio plays a dominant role; while increasing the grouting pressure cannot improve the grouting efficiency obviously; raising the water-cement ratio and pressure or extending the grouting duration could improve the groutability of slurry in small fractures.

  • INFORMATION TECHNOLOGY APPLICATION
  • LAI Yue-qiang , YANG Jun , XU Lei , YANG Juan
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 140-144. https://doi.org/10.11988/ckyyb.20151022
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    As China has been regulating the management of engineering construction market, and due to the increasingly intensified competition of supervision market and also the self-demand of company’s sustainable development, engineering supervision companies have turned to adopt informatization to improve the management and competitiveness. Adopting mature integrated management information system could be an effective means to refine the management. With the development of Changke Supervision Company’s OA system as an example, we expound the demands of business processes, system performance, permission setting and other aspects. On this basis, we introduce the target, structure, main functions, and key technologies of the system. The system adopts work flow to realize company management informatization including document flow, business processing, management decision, etc. It has gained good result in practical application.

  • CHENG Shuai , DOU Ming-zhu ,WANG Jin-xin ,ZHANG Shu-qing , CHEN Xiang-cong
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 145-149. https://doi.org/10.11988/ckyyb.20150171
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    Traditional methods in irrigation area using 2D management technology can not express complex and grand scenes fully due to the shortage of cubic spatial information. This problem stands out especially along with the ever-increasing complexity of irrigational routine tasks. Three-dimensional (3D) Virtual reality(VR) which makes the analysis and simulation of the routine tasks more effective and visually perceptual is, therefore, a matter of urgent concern. In the paper, methods and technologies used for building 3D virtual environment were reviewed and analyzed, and a technical route based on shared resources to generate complex geographical 3D virtual environment in irrigation area was proposed by synthetically integrating Geographic Information System(GIS), Remote sensing(RS), and Virtual reality(VR), as well as applied hybrid modeling and data fusion methods. Being compact and practical, the proposed technology takes advantage of shared resources, which enables us to build a 3D virtual environment for meeting the route tasks in irrigation area in no need of special software and hardware. This would be beneficial for improving the level of irrigation area management and scientific decision making.

  • JIANG Zhe , LIU Fang , ZHANG Wei , LUAN Xiao-feng , LI Di-qiang , LI Jia
    Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 150-154. https://doi.org/10.11988/ckyyb.20150205
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    According to Landsat images and ground investigation data, we interpreted the land cover types in 1987, 2000, and 2013 in Shennongjia Forest Region using Erdas Software, compared changes of land cover types in these periods, and analyzed the area and sources of changes in forest cover. The results indicated that forest area increased slowly by 14.70 km2 during 1987-2000, in which shrub and grassland contributed the most to the forest increasing area; however, during 2000-2013 forest area increased rapidly by 207.49 km2, in which shrub, grassland and farmland contributed the most. The application of remote sensing technology in monitoring the changes in land cover continuously and dynamically at macro level can enrich the background data and provide essential data for environment monitoring and biodiversity conservation.