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01 May 2017, Volume 34 Issue 5
    

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    RIVER-LAKE SEDIMENTATION AND REGULATION
  • LI Pei-lin, YANG Sheng-fa, ZHOU Qian-qian, LI Qian
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 1-4. https://doi.org/10.11988/ckyyb.20160159
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    Most sediment deposition in the Three Gorges Reservoir is fine sediment with complex transport laws. The erosion and deposition calculated from traditional theories, in which sediment carrying capacity is regarded as a criterion, is inconsistent with actual measurement results. On the basis of field measurement results of Huanghuacheng reach, a typical reach of sediment deposition, flume experiment was conducted to further explore the transport of fine sediment. According to the experimental data, three different areas can be divided according to flow velocity and water depth: erosion area, sediment transport area with relative equilibrium, and deposition area. The discriminating standard of critical condition of erosion or deposition status was not determined by the comparison between sediment concentration and sediment carrying capacity, but by the flow rate.
  • SHAO Xue-jie, GU Sheng-ping, CAO Ai-wu, HE Hai-xiang, YU Ting-ting
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 5-8. https://doi.org/10.11988/ckyyb.20160482
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    In the aim of providing basis for the operation of sandy reservoir and reducing the influences of length and randomness of flow and sediment series, wavelet transform was adopted to analyze the variation characteristics of flow and sediment series. Standardized monthly flow and sediment series were decomposed by Multi-resolution Analysis using the db3 wavelet function, and continuous wavelet transform was used to evaluate the periodic variations of the two standardized series using the complex valued Morlet function. The flow and sediment series at the dam site of Yayangshan Hydropower Station located in Lixianjiang watershed were taken as an example. The reconstruction of the lowest frequency part revealed the trend of the flow and sediment series. According to the local rainfall and soil and water conservation, the result is considered reasonable. Wavelet variances were obtained to identify the dominant period as 2-year approximately for both flow series and sediment series and reveal the synchronization between them. The results indicate that wavelet transform is effective for nonstationary stochastic series analysis.
  • WATER RESOURCES AND ENVIRONMENT
  • MENG Ying, TANG De-shan, SHI Lan-xing, WANG Xiao-lin
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 9-13. https://doi.org/10.11988/ckyyb.20160191
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    In the aim of optimizing the water resources regulation and control in the middle and upper reaches of Oujiang river, an index system which contains advantageous indexes and defective indexes is proposed according to the current situation of the basin. The weights are calculated by combining entropy method which determines objective weights and Analytic Hierarchy Process which determines subjective weights, hence experts’ opinions are taken into consideration and one-sidedness of single-weighting is avoided. Furthermore, a grey evaluation model on regulation and control schemes is built in association with Grey Relation Degree, and the optimal regulation and control scheme is calculated. The present index system and model are verified reasonable and practicable through comparison with other methods. The improved index system simplifies the traditional index system and makes the evaluation more targeted. As a result, the evaluation model based on it could be applied to the middle and upper reaches of Oujiang River, and provides a new idea of optimizing regulation and control schemes for other basins.
  • LI Cun-li, YAN Xin-jun, SHI Ke-bin
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 14-17. https://doi.org/10.11988/ckyyb.20160005
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    In the aim of restraining invalid evaporation of plain reservoir in arid area, the efficiency of PVC lightweight balls covering the water surface of reservoir in reducing surface evaporation was evaluated. The movement of lightweight balls in the presence of difference wind speeds was observed and analyzed through indoor and outdoor tests. The causes of irregular rotation and rolling of balls were investigated, and additional load weights were added to the balls to solve this problem. Furthermore, the wetting rates and anti-evaporation coefficients of balls with different load weights under different climate conditions were calculated and compared. Results suggest that floating balls with additional load weights have better effect of reducing evaporation than balls with no additional load weight. The comprehensive rate of reducing surface evaporation could improve by 24% to the maximum.
  • CHEN Chi, CHEN Da-wei
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 18-21. https://doi.org/10.11988/ckyyb.20151063
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    Growing shortage of water resources threatens the survival and development of mankind. Dew water collection, as an approach of water collection with high efficiency and energy saving performance yet no pollution, has been used for a long time due to its feasibility and superiority. Gulf region is a main study area for dew water collection because of its high temperature and humidity. According to features of the gulf region and in association with EES(engineering equation solver) software, the maximum condensation rate is determined under meteorological conditions of relative humidity(RH) 90%, wind speed (v) 8 m/s, and condenser’s sectional area (A) 100 m2. The optimum values of parameters of condenser under minimum power supply are also obtained as follows: condenser diameter (D) 1 m, heat transfer coefficient (U) 1.6, elbow number (N) 50, and superficial area (S) 1 800 m2. The research results could offer reference for dew water collection by condenser in Gulf region.
  • WU Yong, LIU Xin, LONG Fei, REN Wei
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 22-26. https://doi.org/10.11988/ckyyb.20160122
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    In order to explore the flow characteristics of hydrological stations after reservoir impoundment of Three Gorges project, we took Yichang station as an example and analyzed the characteristics of water level and flood according to measured data from 2003 to 2014.Results showed that water level fluctuation intensified and water level decreased under the same discharge, the highest annual water level declined and the lowest water level raised. The duration of mid-low water level increased and its discharge varied in daily scale; Moreover, annual minimum discharge tended to increase and gradually kept stable at 6 000 m3/s. Since annual maximum discharge was under the control of regulation and impoundment of Three Gorges reservoir, the duration of flood peak lasted longer and annual discharge varied with longer low flow period and shorter flood period. Relationship between mid-low water level and discharge showed a tendency of many single lines. Therefore, according to current characteristics of water flow, we should adjust the methods of collecting water level and discharge data to meet the need of compilation.
  • WATER-SOIL CONSERVATION AND ECO-CONSTRUCTION
  • ZHANG Xiao-guang, CHEN Ming-li, LIU Pei-ru, ZHU Xiu-zhi, LI Shi-mei
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 27-30. https://doi.org/10.11988/ckyyb.20160141
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    The variation of soil organic matter plays an important role in soil fertility evaluation. In this paper, the variability of soil organic matter in space is analyzed by using geographic information system software. Soil samples were collected from Kenli County, a typical district in the Yellow River Delta. Results show that the content of soil organic matter in the study area is low, with an average value of 11.37 g/kg. The coefficient of variation is 27.19%, indicating that the total variance of intensity is not big. Soil organic matter is relatively large in content in the east part of Kenli County and distributes in a narrow strip as the east Kenli is adjacent to the mouth of the Yellow River, resulting in the deposition of soil organic matter; whereas in the south part where land use types are beach and sand, the content of soil organic matter is relatively low, and the accumulation of soil organic matter is not obvious. The study area is located in the downstream of flat river delta with enough farmland infrastructure facilities, strong drainage capacity, good irrigation conditions, as well as abundant water sources, which have little effect on the spatial variance of soil organic matter. Soil type, soil parent material, and topography have no significant effect on soil organic matter in the study area either. The effects of other factors on the spatial variability of soil organic matter content need further research.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • LIU Yu-heng, DENG Hui, XIONG Qian-ying
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 31-35. https://doi.org/10.11988/ckyyb.20160155
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    Maoxian county is located in the deep valley region of southwest China with severe slope geological hazards, hence is a good experimental base for characteristic research and susceptibility evaluation of geological disasters. In this research, Analytical Hierarchy Process (AHP) was adopted for the evaluation and zoning of geological disaster susceptibility in the study area based on geo-hazard investigation and remote sensing data interpretation. Seven indices inclusive of height, land relieve, slope shape, gradient, lithology, water, and geological structure were selected as evaluation indicators. Result show that the area of high susceptibility covers 46.1 km2, accounting for 10.02% and distributing mainly along mainstream Minjiang River and some tributaries; the area of medium susceptibility covers 149.59 km2, accounting for 32.52%; and area of low susceptibility is 205.25 km2, taking up 44.62%; and the stable area covers 59.06 km2, comprising 12. 84%.The results are consistent with field investigation results in general, and thus could be taken as basis for land use planning and slope geo-hazard prevention and reduction in Maoxian county.
  • HYDRAULICS
  • GUO Hong-ming, ZHANG Tian-tian, HU Hai-song, HU Wen-bing
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 36-39. https://doi.org/10.11988/ckyyb.20160999
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    Reinforced gabion is a man-made material commonly used in closure, blocking and revetment projects. Exploring its stability mechanism is of vital significance to guiding its application. In this research, tests on the incipient motion of reinforced gabion of different shapes and void ratios were performed. Results suggest that given the same other influential factors, larger void ratio leads to better stability. The stability of reinforced gabions varies with different shapes. A formula of the incipient velocity of reinforced gabion in consideration of void ratio, size, density, shape, relative roughness and other factors was proposed to supplement and improve the classic formula, and is verified to be of good accuracy.
  • XU Wei-zhen, DENG Yi-ping
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 40-43. https://doi.org/10.11988/ckyyb.20160150
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    Affected by geology and fluvial process, rivers in mountain area are featured with alternated wide and narrow channels. In this research, river model with wide and narrow alternated channels with varying width ratio was established through flume model test. The flow velocity in the upstream section was measured, and the rule of velocity variation was analyzed in comparison with uniform flow, hence obtaining the frictional velocity. Results reveal that velocity distribution in the upstream far from the wide and narrow alternated channel is in line with logarithmic distribution in general, but does not follow logarithmic distribution near the contraction segment; whereas in the wide and narrow alternated channel, the transverse flow velocity distribution conforms with exponential distribution. Moreover, the coefficient of transverse velocity distribution and the frictional velocity change regularly, and are related with the ratio of width and the distance from contraction segment.
  • LI Shui-long, HUANG Chao-xuan
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 44-47. https://doi.org/10.11988/ckyyb.20160147
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    In view that the calculation of energy dissipation bucket for high dam is very complicated, the influence of centrifugal force of bottom arc on the contraction of water depth is considered in giving basic equations of energy dissipation based on the theory of dimensionlessness, the basic theory of hydraulics and the derivation of mathematical theory. Equations of the contracted water depth at the bottom of bucket and the downstream conjugate water depth are given respectively by using the Cardan formula of simple cubic equation. Moreover, MatLab software is used to calculate the relationship among conjugate water depth and dimensionless discharge per unit width, dimensionless total head and bucket angle. Calculation and comparison on engineering examples proves that the proposed equations for bottom contracted water depth and downstream conjugate depth are accurate, reliable and convenient to be applied to practical project.
  • FU Ming-huan, GUO Shu-xiao, LU Zhi-nan, HUI Xiang-ming
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 48-52. https://doi.org/10.11988/ckyyb.20160187
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    Stilling basin with abrupt expansion has been commonly applied to hydro-junction of multi-outlet sluice and pump combined with sluice structure. The calculation of sequent water depth is an inevitable problem to be faced with. Due to the complexity of hydraulic jump in abruptly expanding stilling basin, theoretical study of sequent depth is not yet mature and perfect. According to the test data in some articles, the calculation results of sequent depth obtained in some previous researches are compared and analyzed in quantitative terms. Results suggest that the calculated sequent depth is consistent with the actual situation when pressure head is equal to the mean value of upstream supercritical flow depth and sequent depth. Furthermore, a new method for calculating sequent depth is put forward by giving the calculation formula of circumfluent resistance coefficient based on the model of circumfluent resistance. The correctness and availability of the proposed method is also verified.
  • ROCK-SOIL ENGINEERING
  • SUN Hui, LIU Jun, HU Bo, ZHANG Quan
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 53-57. https://doi.org/10.11988/ckyyb.20160144
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    Expansive soils have brought great harm to engineering projects due to the properties of water swelling and dehydration shrinkage. In this article, expansion and contraction tests were carried out on expansive soils mixed with varing cement content. Results suggest that the optimum cement dosage was 6%. The modified expansive soil was then used as reinforcement material to replace the surface layer of cannel slope in the middle route of South-to-North Water Transfer Project. The protection effect was field monitored by inclinometer pipe and deformation tube. Results prove that cement-treated expansive soil as a backfill could solve the shallow instability problem of expansive soil slope.
  • LIU Yun-lai, WU Jiang-peng, PENG Pei-yu, ZHANG Guang-cheng, ZHU Rui
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 58-62. https://doi.org/10.11988/ckyyb.20160182
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    Urban geological environment is a core factor in evaluating underground space utilization as it directly affects the utilization difficulty and determines the overall safety and economy of underground project. The underground space utilization in Wuhan city is affected by many factors inclusive of landform, rock and soil condition, hydrology, geological structure and seismic effect, as well as adverse geology and geological disasters. In this article, the suitability of geological environment in the utilization of shallow (0-15m) underground space in the main urban area of Wuhan city is evaluated. An index system is constructed according to a large number of drilling data and other engineering geological data. On this basis, an improved model for suitability evaluation is built based on optimizing evaluation scales and group judgment matrix, and then the evaluation result is obtained through secondary development with MAPGIS platform. Results show that the geological environment in the study area has overall a good suitability for underground space utilization, and poor suitability regions are mainly concentrated in Hankou, Wuchang, and Qingshan closed to the alluvial plains of the Changjiang River and the Hanjiang River. The evaluation results could also offer guidance and reference to the overall planning of underground space utilization of Wuhan.
  • RAO Yun-zhang, ZHANG Xue-yan, LI Jian, LI Xue-zhen, WANG Dan
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 63-67. https://doi.org/10.11988/ckyyb.20160186
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    Slope safety factor and landslide probability can be reflected by landslide’s influential factors. In this article, a function describing the relationship between safety factor and landslide probability was presented. The function between safety factor and influential factors was analyzed using the limit equilibrium method, and the relations between influential factors and landslide probability were then obtained using logistic regression model. The landslide probability of 38 ionic-type rare-earth ore slope in south Jiangxi Province were obtained by using SPSS software, and the fitted relation between safety factor and landslide probability was hence deduced. The fitted function was verified correct by engineering specification.
  • TONG Yue, CHEN Liang, HUANG Hong-wei
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 68-74. https://doi.org/10.11988/ckyyb.20160058
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    For the safe disposal of high-level radioactive waste, China plans to establish an underground laboratory at buried depth of about 500 m in the granite rocks to carry out preliminary study on the disposal. However, as a common dynamic failure in deep rock engineering, rockburst always cause serious consequences. In the aim of guiding the selection of the underground laboratory site and the safe design and construction of the project, rockburst risks of shaft and tunnel excavation at different sites were predicted and analyzed based on support vector machine optimized by particle swarm optimization (PSO-SVM). One hundred groups of measured rockburst data as well as the geo-stress values and the mechanical parameters of rock mass of three candidate sites (Jiujing,Jijicao,and Xinchang) in Beishan pre-selected area were also taken as basis. Evaluation parameters including maximum tangential stress σθ of surrounding rock, uniaxial compressive strength σc,uniaxial tensile strengh σt,stress coefficient Ts, and brittleness coefficient B were chosen. Results show that PSO-SVM algorithm is feasible for rockburst prediction. The rockburst risk of engineering excavation in the depth of 300-600 m at Xinchang is the lowest. Therefore, selecting Xinchang as the construction site of underground laboratory for the disposal of high-level radioactive waste is the most secure.
  • HUANG Jue-hao, CHEN Jian, KE Wen-hui, HUANG Xiang-guo
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 75-80. https://doi.org/10.11988/ckyyb.20151067
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    Time-effect exists in the process of deep excavation due to the creep property of soft soil.In this article, the excavation process of a deep excavation in Ningbo city is simulated using SSC model and finite element software PLAXIS,and the deformation characteristics of retaining structures and deep excavation are analyzed.Results revealed that the horizontal displacement of diaphragm wall, ground settlement and inner force of retaining structure increase with the increasing of construction time; while the rheological effect of foundation upheaval is not obvious. Secondly, the positions of the maximum horizontal displacement of diaphragm wall correspondingto various construction stages shift towards the deep with the increasing of excavation depth. However, the maximum ground settlement at different construction stages almost happens about 10m away from the pit wall. On this basis, an equation is established between cumulative maximum ground settlement and cumulative construction time.Moreover, curves of the bending moment and shear force of diaphragm wall vs.excavation depth at different construction stages are identical and display S-shape.Finally,support structure simpede the further development of the horizontal displacement of diaphragm wall and the ground settlement. The deformation of supporting structures and the sharp change of internal force could be effectively controlled by applying support in time. The conclusions offer guidance to the construction of deep excavation in Ningbo city to ensure the safety of construction process.
  • WANG Le-hua, XU Yi-gen, XU Xiao-liang, XIANG Li, ZHANG Chao-feng
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 81-85. https://doi.org/10.11988/ckyyb.20160396
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    In the aim of investigating the deformation and failure modes of water-involved accumulation slope,physical model test on accumulation slope was conducted under the action of reservoir water level fluctuation.A model test platform with the base plate adjustable was designed and manufactured independently. And the basic mechanical properties of soil samples collected from Three Gorges Reservoir were determined. Results show that slope gradient has significant influence on the characteristics of slope deformation and failure: large-scale bank collapse occurrs during the rise of water level when slope gradient is large (50° and 60°), and the deformation failure mode is water level raising→denudation and tunneling↔ bank collapse→sinking platform→integral sliding→metastable state; whereas when the slope gradient is 40°, large sliding failure occurs during the water level drawdown, and the corresponding deformation failure mode is water level raising→slope settlement→ crack penetration→drop of water level→propagation of crack penetration↔ formation of slip surface→global slip; when the slope gradient is small (35°), there is no obvious deformation and failure in many times of water level fluctuation cycle.
  • LIU Huai-zhong, XIAO Ming-li, XIE Hong-qiang, ZHUO Li
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 86-91. https://doi.org/10.11988/ckyyb.20160189
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    In the condition of oblique photographic angle or defective camera lens, the pictorial location of test model could contain slant or distorted deviation, which could further affect the accuracy of photogrammetry. In the aim of reducing the effect of slant and distorted deviation on photogrammetry, the relationship between two dimensional model coordinate and image coordinate was derived according to perspective principle. Furthermore, an image correction method was established by introducing image distorted deviation into perspective transformation. Intrinsic parameters of digital camera were calibrated by photogrammetry of a standard grid, which also showed that this method could achieve a metrical precision of 2‰. The method was applied to image calibration and displacement measurement of a geotechnical centrifuge model test, and the deviation of calibrated coordinate was less than 1mm, and has 5% or less influence on the displacement measurement.
  • MA Chong, HU Bin, ZHAN Hong-bing, JIANG Hai-fei
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 92-98. https://doi.org/10.11988/ckyyb.20160196
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    Triaxial rheology tests under different confining pressures and osmotic pressures were carried out on the silty mudstone from the Badong formation in Three Gorges Reservoir area to study the effect of osmotic pressure and confining pressure on the rheological properties of rock mass. The collection and preparation of rock specimens as well as the test scheme are introduced in detail. Through analyzing the creep curves of silty mudstone, the osmotic pressure and confining pressure’s influences on the rheological process and mechanism of silty mudstone are discussed. Furthermore, creep long-term strength of silty mudstone under different confining pressures and osmotic pressures is obtained according to the stress-strain isochronal curves and the steady-state creep rate. Results show that: 1) the instantaneous elastic modulus of silty mudstone decreases as the stress level increases; 2) pore water pressure could reduce the axial strain in the initial stage of creep, but increase the axial strain in the later stage of creep because of crack extension; 3) osmotic pressure shortens the time of creep damage and causes some characteristics of brittle failure; 4) osmotic pressure is conducive to the expansion and coalescence of rock fissures, which yields the reduction of the creep long-term strength of rock; whereas confining pressure increases the creep long-term strength. The results provide important experimental and theoretical references to understanding the creep characteristics of silty mudstone in the Three Gorges Reservoir area.
  • REN Rui-hong
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 99-102. https://doi.org/10.11988/ckyyb.20160085
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    The bearing deformation behavior of batter pile is much more complex than that of vertical pile. Finite element method was employed to study the bearing deformation and pile-soil interaction of batter pile under vertical load. The influence of inclination angle on the vertical deformation and pile-soil interaction was also analyzed. Results suggest that with the increase of inclination angle, the settlement and horizontal displacement of batter pile top both increased; the bending moment of pile body mainly occurred in the upper part of the pile and increased with the increase of inclination angle. In front of the batter pile, the contact pressure between pile and soil firstly increased and then reduced and finally increased gradually along the depth direction; while behind the batter pile, the contact pressure gradually increased from zero and then decreased rapidly until reaching a certain depth, and then increased gradually again; The maximum contact pressure both in the front of and behind batter pile increased with inclination angle increasing. Moreover, side friction increased along with the increase of inclination angle above the depth of 2.5m; whereas between 2.5m and 6.5m, the degradation of side friction intensified with the increase of inclination angle; and below 6.5m depth, side friction reduced with the increasing inclination angle. In addition, with the increase of inclination angle, the segment of zero friction elongated; and below the segment of zero friction, the side friction decreased.
  • WANG Juan, WANG Xing-ke
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 103-108. https://doi.org/10.11988/ckyyb.20160625
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    Effective forecasting model for foundation pit’s deformation trend could guide construction and avoid accidents. In this article, GM (1,1), support vector machine and BP neural network were employed for single forecasting of pit deformation, and combinatorial forecasting models with fixed-weight and non-fixed weight were also established. Furthermore, R/S analysis was carried out to determine the deformation trend and verify the effectiveness of the combinatorial forecasting results. Results suggest that combinatorial forecasting could effectively improve the stability and precision of the prediction results, among which combinatorial BP neural network has the optimal results with the measured values and predicted values in good agreement. Moreover, the deformation of foundation pit will further increase and the stability has trend of weakening, in consistency with forecasting results. The research verified the effectiveness of combinatorial forecasting and R/S analysis in judging the deformation trend of foundation pit, and provided a new idea for the prediction of foundation pit deformation.
  • CUI Yong-tao, LIU Wen-bai
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 109-114. https://doi.org/10.11988/ckyyb.20160153
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    Dredged mud from Hengsha island in Shanghai was improved by curing agent combining exciting agent and bonding agent such as cement and lime. Permeability tests were designed to study the permeability of the improved dredged mud in the presence of different curing ages and curing agent dosages. The relations of permeability coefficient of solidified dredged mud vs. curing agent content and curing time were analyzed, and the law of changes in permeability coefficient was obtained. Furthermore, the microstructure of solidified dredged mud with different curing agent contents and curing ages was observed by Scanning Electron Microscope (SEM) and the SEM images before and after solidification were obtained. According to the SEM images, changes in the microstructure of dredged mud before and after solidification were compared and analyzed. Results show that the permeability coefficient of solidified dredged mud decreased obviously with the increase of curing agent content and curing age; while under the same curing age, permeability coefficient changed little when curing agent content kept increasing. Micro-structure analysis indicates that calcium silicate hydrated (C-S-H), Ca(OH)2 crystal, CaCO3 crystal, amorphous aragonite and ettringite which could fill the pores were found in solidified dredged mud. Moreover, the mechanism of solidification of dredged mud was also analyzed from microscopic viewpoint.
  • BIAN Jie, PEI Guang-long, ZHANG Fei, GAO Yu-feng
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 115-119. https://doi.org/10.11988/ckyyb.20160166
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    A new slope stability evaluation method is proposed to evaluate the stability of excavation slope accurately and rapidly based on a small amount of indoor and field tests during initial survey. On the basis of the upper bound theorem of limit analysis, a two-dimensional limit analysis expression for the stability of excavation slope under undrained condition is derived. Tables and diagrams of stability coefficient and the variation of sliding surface under undrained condition are obtained and analyzed according to the calculation result. Finally a method of evaluating the stability of excavation slope under undrained condition is established. Results indicate that the relations between stability coefficient and undrained strength ratio, sliding surface and controlling depth can be quantified by upper bound theorem of limit analysis, which is of definite physical meaning and high calculation precision. Compared with limit equilibrium method and numerical analysis method, limit analysis method is more suitable for the evaluation of excavation slope’s stability.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • ZHOU Xiao-bin, JIANG Chao-hua, ZHANG Wei-wei, WANG Ti-tao
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 120-124. https://doi.org/10.11988/ckyyb.20160109
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    The effects of blending different dosages of amorphous alloy fiber on the fluidity, compressive and flexural strengths of cement mortar were researched through a comparative study of steel fiber. An empirical formula for predicting the flexural strength of cement reinforced by amorphous alloy fiber(AAF) was proposed and the state of bonding between fiber and base material was observed by using scanning electron microscope(SEM). Results indicate that AAF better improves the mechanical properties of cement mortar than steel fiber does. In comparison with specimens without fiber at curing age of 28 d, the compressive and flexural strengths of mortar reinforced by AAF with blending ratio of 1.0% increase by 28.6% and 51.9%, respectively. In comparison with mortar reinforced by steel fiber with equal blending ratio, the two numbers are 9.9% and 14.5%, AAF has advantages such as high tensile strength, strong corrosion resistance and good bonding properties with mortar. It disperses evenly in the mortar, and even at low blending ratio, it could obviously improve the compressive and flexural strengths and toughness of mortar.
  • WANG Cheng, GE Guang-hua, LI Liang, YAO Ming-xing
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 125-130. https://doi.org/10.11988/ckyyb.20170031
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    Field investigation reveals surface erosion, cracks and loosening, exposure of coarse aggregate in large area, as well as separation of salt crystal from concrete caused by salt corrosion and freezing-thawing damage in many concrete structures in south Xinjiang autonomous region. Three main reasons, which give rise to the salt corrosion and the freezing-thawing damage in this region, are concluded: 1) tensile stress generated by the freeze of pore water in concrete; 2) tensile stress produced by salt crystallization permeated in concrete; 3) tensile stress generated by the chemical reaction of sulfate and hydration products of the cement. The synthetic actions of these factors give rise to the concrete damage, break and destroy from the outside to the inside. By adjusting water-bonder ratio, optimizing air content value and stir time of concrete as well as aggregates gradation, using anti-sulfate cement, and increasing the thickness of anti-corrosion coating of asphalt grout on the concrete surface, the capacity of concrete structure in resisting salt corrosion and frost damage can be improved.
  • GAO Zi-rui, LI Shu-e, CHEN Zhi-ming, XU Yong-fu
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 131-134. https://doi.org/10.11988/ckyyb.20151087
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    The mechanism of chloride ion migrating from saline soil to concrete is simulated by Comsol Multiphysics. Based on Fick’s second law, the impact of electric field, binding and capillarity are analyzed. Binding impedes the chloride ion transport; whereas electric field and capillarity promotes the transport. With the increase of invasion depth, the function of binding decreases and electric field of initial stage first increases and then decreases. The effect of binding and electric field both decrease gradually over time. Capillary action is only obvious in the initial 1.5 hours of the invasion. The coupling model in consideration of diffusion, electric field transport, and binding action was established. The model was verified by experimental data.
  • INFORMATION TECHNOLOGY APPLICATION
  • RAO Xiao-kang, JIA Bao-liang, LU Li
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 135-140. https://doi.org/10.11988/ckyyb.20160194
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    In view of the long lag, nonlinearity, multiple input factor, uncertainty, time-varying and fuzzy characteristics of the dosing process of tap water production, an automatic control system for coagulant dosage of waterworks is developed based on the self-adaption and self-learning of artificial neural network. Zongguan waterworks, the first largest waterworks in Wuhan, is taken as a case study. The influence of Elman neural network on dosage effect is researched, and the preprocessing and data storage and data reading for WinCC industrial control system are accomplished based on OLE-DB open data access standard. The system mainly consists of functional modules including dosing process, data query, curve generation, dosage query, alarm log and alarm statistics, drug consumption statistics, fluctuation assessment, and alarm settings. The system has been applied to Zongguan waterworks successfully. Online monitoring of operation parameters and full automation has been achieved, which provides safeguard for the plant’s safe production. The system also saved dosage consumption, and reduced labor intensity of operators.
  • SHAO Xiao-yi, LI Qi-hu, WANG Shu-min
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 141-145. https://doi.org/10.11988/ckyyb.20160208
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    Loess Plateau is featured with fragile ecological environment. Affected by monsoon climate, it has obvious distinction among four seasons and apparent vegetation changes, which offer a good testing ground for researching the consistency of different remote sensing data. According to the Normalized Difference Vegetation Index (NDVI) derived from GIMMS in 2001-2006 and from MODIS in 2001-2014, we analyzed the variations of vegetation in the loess plateau. And furthermore we investigated the differences between the two data in aspects of spatial distribution, seasonal and annual variations of vegetation in the loess plateau of Shaanxi Province. Results suggest that data obtained by the two methods both reflect the scarce coverage in the northwest and good coverage in the southeast of the loess plateau. What’s more, MODIS data is sensitive to the variation of vegetation differences. In terms of the trend, vegetation index increased year by year, and the most rapid increment was in autumn, indicating that the vegetation restoration work in recent years has achieved remarkable result. Compared with GIMMS, MODIS is more suitable for reflecting the spatial distribution of vegetation cover in the loess plateau.
  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES
  • WU Jin-sheng, WANG Jian-ping
    Journal of Changjiang River Scientific Research Institute. 2017, 34(5): 146-150. https://doi.org/10.11988/ckyyb.20160190
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    In view that underwater measurement device on lead fish has high power consumption and low precision of artificial water depth measurement by cable way, and that current meter on the lead fish cannot measure the flow direction or determine the position of the lead fish, we developed an intelligent system of lead fish hydrological information measurement. The system adopts ultra-low power circuit to increase the working hours of the device, and three-dimensional posture circuit to measure the three dimensional position of the lead fish in real time. Moreover, it could improve the precision of flow velocity measurement and obtain flow direction by using the Kalman data fusion algorithm. It could also improve the precision of water depth measurement by combining surge wave sensors with real-time circuit to address the influence of waves on depth measurement.
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