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01 April 2016, Volume 33 Issue 4
    

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    WATER RESOURCES AND ENVIRONMENT
  • ZHANG Zhe, HE Tai-rong, SHU Rui-qin, LIU Huan
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 1-5. https://doi.org/10.11988/ckyyb.20150573
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The aim of this research is to comprehensively assess the situation of water resource security in Chongqing city and analyze the influencing factors in multiple background. We built an assessment index system of water resources security based on WPI model. The system consists of five subsystems: resource (R), access (A), usage (U), capacity (C), and environment (E). We calculated the comprehensive security index of water resources and the five subsystems’ scores during 1997-2013 in Chongqing city using weighting function method, and conducted comparative analysis by using the method of factor analysis. Furthermore, we established factors rating model and classified the five subsystems into superior, medium and inferior. Results revealed that the water resources security index of Chongqing increased progressively during 1997-2013, and the coefficients of overall trend was 0.0228/a, indicating that the situation of water resources security improved and the assessment result was consistent with factor analysis. However, the five subsystems had a different variation tendency in time. Among the five subsystems, the scores of access subsystem and capacity subsystem were rising year by year. Compared with earlier years, the scores of resource subsystem and environment subsystem in late years declined. But the score of usage subsystem changed a little. The access factor and capacity factor evolved from inferior to superior while the resource factor and environment factor degraded into the inferior. The efficiency factor degraded into medium from superior. According to the above results, we conclude that the situation of water resources security in Chongqing city has risk possibility in the future. Therefore, the management of water resources should be strengthened and water environment should also be improved, and the water-saving awareness should be intensified.

  • ZHANG Xiao-hao, SHI Ke-bin, YAN Xin-jun, ZHANG Lin-lin
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 6-10. https://doi.org/10.11988/ckyyb.20150108
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    In the aim of reducing ineffective evaporation from reservoir waters in inland arid plain area, we conducted tests on plastic hollow plate covering the reservoir water surface. By preventing the water surface from external environment, the plates could suppress water surface evaporation, hence alleviating water shortage and improving the utilization rate of reservoirs. The wet area of plastic hollow plate consists of three parts: area wetted by wind waves, area wetted by the collision between plates, and area wetted by the collision between plates and dam slope. According to observed data we calculated the wet area in different meteorological conditions. And through statistical analysis on the probability of wind speed and corresponding evaporation reduction coefficient in a complete non-frozen period, we calculated the evaporation reduction amount and compared the water-saving efficiency in the presence of different cover area. According to results we obtained three different values of water saving efficiency: 55.38%, 65.97%, and 80.10% in three different test conditions. The results suggest when the plate area gets larger, the water-saving efficiency is higher. Moreover, the water-saving effect is related with test arrangement: when the plates are enclosed in a fence to avoid collision, the water-saving efficiency improves by 1.45% to the maximum; and when the plates are made integrate, the water-saving efficiency can be increased by 17.68%.

  • HE Zhong, WANG Zhi-liang, YANG Shao-gui, SUN Cheng
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 11-15. https://doi.org/10.11988/ckyyb.20141075
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    After having been pretreated in turn with coagulation-sedimentation, sand filter and granular activated carbon (GAC), the water of Yangtse River was treated with nanofiltration(NF) and reverse osmosis(RO), respectively. The results indicate that the pretreatments are very important for later treatment reliability since they can remove most turbidity and some pollutants. Under the optimum pressure 0.4 MPa of NF which has been determined in pilot study, the water production quantity and the recovery rate are 250 L/h and 24%, respectively, the removal ratio of SO42-, Cl-, NO3- and total hardness is 91.7%, 85.4%, 85.2% and 89.3%, respectively. Concentrated water reflux can achieve both high recovery rate and removal rate. Additionally, both RO and NF can remove 95.7% of organic contaminants (benzene, trichloroethylene, ethylbenzene, m-xylene, chlorobenzene, nitrobenzene) and also can greatly control disinfection by-products (DBPs) with most elimination rate over 63.7%. Compared with RO, the operation cost of NF is low, and the effluent of NF can be used as drinking water as it contains favorable mineral substances.

  • WU Qing-hua, WANG Gui-ling, ZHANG Jia-fa, ZHU Guo-sheng, ZHANG Wei
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 16-21. https://doi.org/10.11988/ckyyb.20150012
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    In order to investigate groundwater recharge in a long-term scale, soil water volume content of a soil profile of 340cm depth was observed for five years in Luancheng test site of Chinese Academy of Sciences. The dual-permeability model (e.g., matrix region and marcopore region) of Hydrus-1D containing parameter optimization procedure was applied to simulate the soil water movement and groundwater recharge. The place at 140cm depth rather than on the soil surface was chosen as the upper boundary, which could overcome the complexity and uncertainty of datum on the soil surface. The sensitivities of 17 parameters to groundwater recharge in the Hydrus-1D were analyzed, and the results showed the sensitivities of soil water hydraulic parameters nm,nF,αm and αF (subscript m and F represents soil matrix and fracture regions, respectively) and saturated soil hydraulic conductivity KsF were the highest. These five parameters and other two parameters, i.e., Ka (effective hydraulic conductivity of fracture-matrix interface) and w (ratio of the volumes of the fracture domain and the total soil system) were chosen for the inversion. The modeling results showed that the modeled soil water volume content matched well to the measured values, with the correlation coefficient of 0.78. The groundwater recharge displayed similar character in each year of five years, e.g., the recharge was the largest in wet season, and then reduced gradually. The annual groundwater recharge was 220 mm/a, 211 mm/a of which attributed to the preferential flow, which indicated that the groundwater recharge was controlled by the preferential flow in this area. The results of this paper could be helpful to understand groundwater infiltration in a long-term scale, and could be useful to the management of groundwater resource and agricultural water saving.

  • WATER-SOLL CONSERVATION AND ECO-CONSTRUCTION
  • LIU Hui-ying,WANG Yong-wen, ZHANG Ping-cang
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 22-26. https://doi.org/10.11988/ckyyb.20150005
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    According to daily rainfall records in 41 consecutive years (1970-2010) at twelve stations of Longhe River watershed in the Three Gorges Reservoir Region, we calculated and analysed the intra-annual distribution and inter-annual variation of rainfall erosivity by using a simplified model of rainfall erosivity. During 1970-2010, the annual rainfall erosivity (R-factor) of Longhe river watershed varied from 2031.47 to 10 927.5 MJ·mm/(hm2·h), with an average of 4 662.00 MJ·mm/(hm2·h). The spatial distribution of erosive rainfall and rainfall erosivity were in accordance with the elevation, decreasing from northeast to southwest. The rainfall and rainfall erosivity of wet season were highly concentrated, accounting for 78.43% and 78.56%, respectively. Erosive rainfall concentrated in May-July. The Mann-Kendall statistical value Z of annual rainfall erosivity at all stations were inconsistent and insignificant (α=0.05) over 41 years, only at three stations such trend was deceasing, at the other four stations the trend was increasing at the same time. For the whole watershed, the change of R value was incompatible with the variation of rainfall, and showed an insignificant trend of decreasing over 41 years.

  • FLOOD PREVENTION AND DISASTER REDUCTION
  • WANG Yu-yan, WANG Yan-jun, JIANG Tong
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 27-32. https://doi.org/10.11988/ckyyb.20150291
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    According to historical flood disaster data and social economic data in Jiangsu Province from 1984 to 2011, we analyzed the characteristics of disaster exposure from aspects of disaster area, population exposed to disaster, and crop exposed to disaster. Also we analyzed the disaster vulnerability from aspects of population vulnerability, crop vulnerability and economic vulnerability. Results show that from 1984 to 2011, the annual average area exposed to disaster was 28 000 km2, population exposed to disaster 2.275 million people, and crop exposed to disaster 4484.3 km2 in Jiangsu Province. The disaster area and population exposure showed a trend of increasing, and crop exposure showed a trend of decreasing after increasing. The areas with the highest exposure were mainly distributed along the Yangtze River and Huaihe River Basin and in the coastal counties (cities, regions). The annual average population vulnerability, crop vulnerability and economic vulnerability was 0.05%, 35.3%, and 0.63%, respectively. Population vulnerability was low and showed a decreasing trend, whereas crop vulnerability showed an increasing trend, and economic vulnerability decreased after increasing first.

  • HE Yao-yao, SONG Xiao-chen, LIAO Li
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 33-38. https://doi.org/10.11988/ckyyb.20141073
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    Assigning appropriate weight to different indexes is a key also a difficult problem to various flood disaster evaluation models. According to the characteristics of the present subjective and objective assigning weight methods, decision maker’s preferences is introduced into the differential evolution (DE) algorithm to filter out those individuals which dissatisfy the preferences, and the indexes’ weight vectors of flood samples can be obtained by optimizing the fuzzy clustering iterative model which considers the decision maker’s preferences. Furthermore, with the characteristic value matrix of the floods samples, the comprehensive evaluation value of each flood disaster is obtained. According to the comprehensive evaluation value of each flood disaster and the cluster matrix, the eigenvalue of each degree that is followed by identifying the degree of each row in the cluster matrix automatically, can be obtained. Finally, all the flood samples under different decision maker’s preferences are assessed and sorted based on the identified degree of each row and the comprehensive evaluation value of each flood disaster. Simulation test on two flood samples, namely in Sichuan occurred in 2013 and Xinjiang in 1996, reveals the results of flood rating in different decision maker’s preferences, and provides reference for water conservancy department on choosing preference type.

  • FIELD INVESTIGATION AND OBSERVATION
  • LU Yang, WU Ai-qing, XU Ping
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 39-45. https://doi.org/10.11988/ckyyb.20150645
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    To explore the characteristics and regularity of freeze-thaw weathering of rock mass in the headwaters region of three rivers (Yangtze River, Yellow River, and Lantsang River), we conducted rock slice observation and physical property test. On this basis and in association with scientific field investigation and aerial images, we summarized the characteristics of freeze-thaw weathering, concluded the process of freeze-thaw damage of rock mass, and analyzed the influences of key factors on the freeze-thaw damage process. Here we present the conclusions as follows: 1)the intensity of freeze-thaw weathering declines with the increase or decrease of latitude, weathered rock exposure is more severe with the increase of altitude (with altitude 5000m as an obvious dividing line), rock mass weathering in the north slope (dark side) is weaker than that in the south side (sunny side); 2) the intensity of freeze-thaw weathering of exposed rock mass is different, and the slope form and clastics induced by freeze-thaw weathering differ greatly as for rock mass of different lithological characters; 3)the lithology of rock mass plays an important role in the freeze-thaw weathering. Porosity and pore water are two basic conditions affecting the freeze-thaw weathering process, and the number of freeze-thaw cycles plays a decisive role in the freeze-thaw damage process.

  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • WANG Zhi-yuan, SHEN Hui, MIN Si-hai, SONG Ming-fu
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 46-50. https://doi.org/10.11988/ckyyb.20150692
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    Recently, some deformation measured by non-stress meters are found abnormal, which affects the reliability of observation results of strain meters. In view of this, we propose the basis, criteria and methods to distinguish abnormal data by researching the regularity of autogenous volumetric deformation of concrete. We also suggest some methods to correct the abnormal data of non-stress meters, and applied them to the discrimination and modification of non-stress meter results for Ertan arch dam. The results prove that the modification methods are effective, and the corrected results reflect the actual stress of Ertan dam.

  • ZUO Chang-qun, LIU Dai-guo, DING Shao-lin, LI Lin-sen
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 51-56. https://doi.org/10.11988/ckyyb.20150074
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    The time series of tunnel surface deformation is a nonlinear system with fractal characteristics. According to the surface subsidence monitoring of lion rock tunnel, we calculated the Hurst index of time series of accumulated subsidence and subsidence rate by using the R/S and V/S analysis based on fractal theory. Moreover, we evaluated the stability of surface subsidence, and analyzed the effectiveness of R/S and V/S analysis methods and the non-cyclic period of surface deformation in association with V statistic. We also predicted the surface subsidence values by fractal interpolation function and regression function. Results show that both R/S and V/S analysis methods has good validity for the analysis of time series of surface subsidence. R/S analysis method is prone to be influenced by short-term memory, which makes the result safe; whereas V/S analysis method is more conservative. Three monitoring points will be in stable state for a long time, and the time series of non-cyclic period is about 20 days. Compared with measured value, the error of the predicted value obtained by fractal interpolation is small. The method in this paper could reflect the deformation evolution trend correctly, and is superior to traditional regression analysis.

  • ROCK-SOIL ENGINEERING
  • XU Zhi-hua, ZHANG Guo-dong, SUN Da-wei, SUN Qian-cheng
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 57-60. https://doi.org/10.11988/ckyyb.20150016
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    The deviatoric stress calculating process of triaxial consolidation test is based on the assumption that the sample always keeps a cylinder shape with equivalent volume and the cross sectional area of the sample is equal at any location during the test. But in actual test the sample is drum shape in the test process due to end effect, which is inconsistent with the assumption. We deduce the deviatoric stress calculation formula according to the actual situation of sample deformation in consolidated drained triaxial test. Results show that different with that in specification, the value calculated from deduced deviatoric stress formula according to the actual deformation changes in a scope, with the minimum value lower and maximum value higher than standard value. By calculating dam subsidence, we also give the recommended value of deviatoric stress in coarse-grained soil’s triaxial consolidated drained test.

  • XING Li-hui ,CHEN Shu-jun,LI Heng,LI Jing-gang
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 61-66. https://doi.org/10.11988/ckyyb.20140907
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    In order to explore the features of soil dynamics parameters, first we sorted out 530 groups of soils dynamic data by collecting data obtained from 353 boreholes in 146 sites as well as the results of dynamic triaxial test in the urban area of Wuhan. Then, we classify the data into groups according to soil properties and depth distribution of soil layer. Furthermore, we give the statistical mean value of dynamic shear modulus ratio and damping ratio of 6 typical soils. We take silty clay, clay and mucky soil as examples to present fitted curves of dynamic shear modulus ratio vs. shear strain and damping ratio vs. shear strain. Through comparison with code values and recommended values, we conclude that dynamic shear modulus ratio is limitedly affected by embedded depth, near to recommended value, whereas relationships among damping ratio of urban area in Wuhan, code value and recommended value are undetermined. The research results can be used as reference for evaluation of seismic safety and application in geotechnical seismology engineering.

  • FU Dai-guang, ZHOU Li-ming, XIAO Guo-qiang, WANG Fa-gang
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 67-70. https://doi.org/10.11988/ckyyb.20150057
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    The integrity of rock from borehole of engineering investigation of the water diversion tunnel in CentralYunnan province is comprehensively ascertained and analyzed by the combination of acoustic logging and borehole imaging. The principles and the features of acoustic logging and borehole imaging are expounded. Furthermore, accurate and reliable rock integrity information is given according to the acoustic velocity jumping intensity of acoustic logging curve and the fracture characteristics (position, inclination and development intensity) of borehole imaging for borehole ZGZK2 and borehole XLZK7. The emphasis of rock integrity parameters obtained by acoustic logging differs from those by borehole imaging, in view of this, differences in the results of fracture development by the two methods are compared and analyzed, which is beneficial to improving comprehensive and accurate rock integrity assessment for a single logging method. Practices prove that the comprehensive geophysical well logging technology has good efficiency in deep rock exploration.

  • KANG Shi-lei, YANG Jun-sheng, YANG Feng
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 71-77. https://doi.org/10.11988/ckyyb.20150678
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    The aim of this research is to obtain the crack propagation and contact force variation of fractured rock under uniaxial loading. Gypsum was considered as similar material and was used to prepare fractured samples containing two different inclination angles. Destructive tests in uniaxial compression were performed on these samples using rigid testing machine. Failure process of the fractured samples was recorded. Furthermore, numerical model was created by a distinct element method, particle flow code 2D, and micro-parameters for this model were obtained through calibrating laboratory data. The relations between micro-crack increment and axial stress, and contact force change and crack initiation and propagation during loading was analyzed from macro-and-mesoscopic views. The crack development in numerical model and real samples was compared. Results show that contact force distribution within numerical model during loading gradually changes from uniform distribution to that concentrating around flaw tips and then micro-crack develops at these locations. As contact force concentrates intensively, micro-cracks slowly form into macro-cracks. The number of micro-cracks prior to peak axial stress increases slowly but rapidly after peak axial stress. Increase in the number of micro-cracks is related to that in axial stress. Before axial stress reaches the peak, axial stress stops increasing or even decreases slightly, but the number of micro-cracks grows steadily, which is corresponding to the crack propagation. PFC model could well simulate the mesoscopic change and crack propagation within samples during loading, which matches well with laboratory phenomenon.

  • QIN Peng-fei, XIE Xiao-jie, MA Yu-lin
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 78-80. https://doi.org/10.11988/ckyyb.20150073
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    In order to simulate the actual stress and deformation state of disturbed soil at different positions of under-ground engineering construction, we designed four test groups to explore the strength and deformation characteristics of soil under different stress paths. The four tests are conventional triaxial compression test, compression test with equal P, isotropic consolidation decompressed compression test, and anisotropic consolidation decompressed compression test. Experimental results show that the soil exhibits different strength and deformation characteristics under different shear paths. In conventional compression condition the strength is the highest, whereas in decompression condition the strength is the lowest. Moreover, strain softening did not appear under the three different shear paths.

  • XIONG Liang-xiao, YU Li-jun
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 81-85. https://doi.org/10.11988/ckyyb.20150119
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    Comparative analysis of Mohr-Coulomb strength criterion, parabolic Mohr strength criterion and hyperbolic Mohr strength criterion was presented in this paper based on the result of true triaxial test on three kinds of rocks under high stress. Research results show that in the presence of high geostress, the predicted values of hard rock using Mohr-Coulomb strength criterion and hyperbolic Mohr strength criterion are close with the experimental value. Mohr-Coulomb strength criterion is a linear strength criterion; whereas hyperbolic Mohr-Coulomb strength criterion is a nonlinear strength criterion. Therefore, the hyperbolic Mohr strength criterion is more suitable for describing the strength and deformation characteristics of rock under high stress.

  • ZHAO Bo-chao, YIN Qi, DENG Gang, WANG Xiao-gang
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 86-90. https://doi.org/10.11988/ckyyb.20150060
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    The core wall of earth-rockfill dam is considered as a vertical cantilever beam, the upstream side of which is controlled by the pockety earth pressure of the upstream shell and the time-varying water pressure, and the downstream side is also controlled by the corresponding earth pressure of the downstream shell and the water pressure similarly. When the reservoir water level rises and the core wall has a tendency to turn to the downstream side, the upstream earth pressure gradually decreases and the downstream earth pressure gradually increases. Once the earth pressure on both sides reaches the limit active and passive earth pressure respectively, slippage is likely to take place, and the core wall deflection at this time is defined as the safe deflection fs. If the measured actual lateral displacement of the core wall is larger than fs, we can roughly determine that relative sliding of the soil on both sides of core wall exists, which may generate local longitudinal crack. The research result can be applied directly to the calculation of horizontal deformation and safety assessment for concrete core wall of similar conditions.

  • LIN Ya-zhou, WANG Qiu-liang, LI Jing-gang, LIAO Wu-lin, ZHANG Li-fen
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 91-94. https://doi.org/10.11988/ckyyb.20140888
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    According to the analysis of soil layer and shear wave velocity data of 78 boreholes from seismic safety evaluation reports of Houhu area in Wuhan, we classify rock and soil into 11 groups in terms of rock and soil types and mechanical properties. Furthermore, we carry out regression analysis on the relationship between shear wave velocity and soil depth using 3 empirical formulas inclusive of linear fitting, polynomial fitting and exponential fitting. Finally, we obtain regression formulas and coefficients of different soil layers in Houhu area of Wuhan, and analyze the causes of the difference in fitting accuracy. The result shows that there is high correlation between shear wave velocity and depth of soils in clay layer (plastic and hard plastic), silty clay layer(slightly dense, medium dense, and dense), and fine silty sand layer(slightly dense, medium dense, and dense), with coefficients from 0.71 to 0.95. The empirical relationship of these soils in this paper can be used as a reference for sites in the absence of shear wave velocity test.

  • FAN Meng, LEI Wen-kai, XIAO Heng-ling, LIU Yong-li
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 95-98. https://doi.org/10.11988/ckyyb.20150095
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    The principle of bored pile detection based on distributed optical fiber sensing technology is introduced in this paper and model test is carried out. Mud-intercalated bored piles with different clay contents (0, 33.3%, 50%, 66.7%, 100%) are prepared, and the optical fiber temperature rise in these piles are measured to analyzethe rule of the temperature rise as well as the influences of heating power and clay content on optical fiber temperature rise. The results reveal a good linear relationship between heating power and optical fiber temperature rise. The temperature rise increases slowly firstly and then rapidly with the increment of clay content. It is also closely related with the structure and heat conductivity coefficient of pile medium. The model test in this paper verifies the feasibility of distributed optical fiber sensing technology in the detection of bored pile foundation.

  • LUO Qiang,WANG Zhi-yun
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 99-104. https://doi.org/10.11988/ckyyb.20150007
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    The relationship between load and displacement of saturated medium dense sand foundation, the bearing capacity vs. footing width relation, and the size effect of footing are investigated using centrifugal modeling technology. Meanwhile, suggestions are given on the methods of analyzing centrifugal modeling results. Research results show that: in the case of footings with embedment, the slope of the curves of vertical load vs. settlement has obvious change trend after V/D=0.15 when the relative density of sand increases. As the footing width increases, the initial slope of the curves of vertical load vs. settlement increases accordingly. When V/D of the characteristic value of bearing capacity is chosen within 0.015-0.05, the centrifugal modeling result of the bearing capacity factor Nγ is close to that of the theoretical formula. When the footing width is bigger than 2.0m, the size effect of footing becomes apparent according to the increase of the relative density of sand.

  • TANG Rui,WANG Qiang,GUO Ling, GONG Bao-ju
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 105-110. https://doi.org/10.11988/ckyyb.20140879
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    In order to study the influence of over-excavation thickness on internal force and displacement of retaining structure as well as surrounding environment, we simulate the excavation process of deep foundation pit by using Midas GTS software, hence obtaining the distributions of internal force of retaining structure, deformation and subsidence in the presence of different over-excavation thicknesses. The analysis results show that over-excavation thickness has big influence on internal force and displacement of retaining structure and ground subsidence, especially on horizontal displacement of retaining structure and ground settlement. Furthermore, affected by over-excavation, the maintaining effects of pile and anchor could not act in the same time, and soil deformation under the pile is big, which is unfavorable to the stability of foundation pit. Through the research, we can improve the design of deep foundation pit, and the results can be referenced for the design, construction and research of similar projects.

  • HYDRAULIC STRUCTURE AND MATERIAL
  • CAO Ming-jie, CAO Xin, XU Zheng-zhi
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 111-114. https://doi.org/10.11988/ckyyb.20140916
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    Physical and mechanical parameters of hydraulic structure under complex operation conditions tend to vary with the growth of time, and it is important to obtain these parameters in time for mastering working state, and guiding safety monitoring of hydraulic structures. In this paper, on the basis of quantum genetic algorithm (QGA) and finite element model, we establish an inverse model for mechanical parameters of dam. Through coding by using MATLAB, we build the interface of command calling for finite element software, and establish objective fitness function in association with calculated data of finite element model and measured data. Structural parameter inversion of hydraulic building is completed by intelligent optimization of QGA. In order to verify the algorithm in this paper, we take a concrete gravity dam as an example to carry out inverse analysis of comprehensive elastic modulus for dam concrete and rock in the foundation. Results show that the inversion accuracy and computing speed of the method above are better than those of traditional genetic algorithm. Finally, the research can be referenced for similar projects.

  • PENG Wen-ming
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 115-119. https://doi.org/10.11988/ckyyb.20150101
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    To joint a dam with resistant mountain rock is a common measure against sliding. Due to complicated forces in this case, finite element method is usually adopted in the safety evaluation. In this research, we applied mechanics of material to analyse the forces between the dam and the downstream mountain rock mass. Moreover, we put forward a simplified method of calculating the slide-resistant stability of dam foundation and deduced the formula based on rigid-body limit equilibrium solution for gravity dam foundation. By comparing it with finite element method, we conclude that the basic assumption of the present method based on material mechanics is reasonable. Furthermore we applied this method to the calculation of a typical calculation example and an engineering example. Results show that as for the engineering example, the anti-sliding safety factor is 4.87 and 2.97 respectively in the presence and in the absence of mountain rock resistance under normal working condition, and 3.89 and 2.24 under seismic condition. The safety factors in both conditions are greatly improved in the presence of mountain rock resistance. As a preliminary exploration on dam foundation with complex forces, the method has clear physical and mechanical meaning, and convenient calculation process.

  • ZHANG Fei, LU Xiao-chun, CHEN Bo-fu, CHEN Bo
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 120-124. https://doi.org/10.11988/ckyyb.20150048
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    The good working state of cutoff wall is an important guarantee of the normal operation of earth-rock cofferdam on deep overburden. To understand the working state of cut-off wall on deep overburden in the presence of different materials, different setting positions, and different structural types, and to provide a reference for the structural design of cut-off wall, we conducted finite element calculation for the cut-off wall of an engineering project using ABAQUS software, and obtained the regularities of cutoff wall’s stress, displacement and deformation under different conditions. According to the obtained regularities, we proposed optimized design for the cut-off wall from qualitative and quantitative perspectives. Results reveal that plastic concrete cutoff wall is better than rigid concrete cut-off wall because the deformation of the former is more coordinated with cofferdam, which is conducive to the safety of the cofferdam. The position of cut-off wall has big impact on its own stress, displacement and deformation. Setting the cut-off wall 1/3 of weir bottom width away from the upstream weir feet is better than setting it at the local weir axis. When one single cut-off wall cannot meet the design requirements, we can consider using double cutoff walls, which could greatly increase the cofferdam’s safety margin.

  • LI Jia-xiang, WANG Zai-qin, CHEN Liang, LIANG Hui
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 125-130. https://doi.org/10.11988/ckyyb.20150796
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    Undesired biofouling problem brought serious threat to the safety of hydraulic structures. Mechanical scraping, anti-fouling coatings, chemical elimination and releasing economic fish are traditional strategies of biofouling control at present and antifouling coating was supposed to be of good application potential. This review introduced the mechanisms and latest research results of multiple anti-fouling coatings, silicone coatings and fluoro-coatings in particular. Besides, the direction of future research was also prospected: improving the mucus release and fouling release efficiency in static and low-speed flow conditions; and developing specific coatings according to the specific problem of hydraulic project and the species of biofouling.

  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES
  • DU Jian-feng, MA Zhi-min, FAN Bei-lin
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 131-134. https://doi.org/10.11988/ckyyb.20150226
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    When target water level falls sharply in river model experiment, tail gate may open excessively and flow velocity increases in a short time, destroying the riverbed terrain. In view of this, a steady control method for tail gate is put forward: stopping the tail gate PID (proportion-integration-differentiation) control mode in the early stage of experiment until the modeling water level approximates the target water level. In the scenario, if the target water level drops more than forecast, the target would decline in a regular interval until the actual water level is close to the final target .The magnitude and duration of the target decline are different according to different external experiment. This scheme is applied to the water supply system of Yangtze River Flood Control Model, and is embedded into the PID control system of tail gate. Experiments verified that the excessive adjustment of tail gate when target water level drops sharply is effectively controlled, hence ensuring the steady water level and improving the reliability of experiment system. As the duration of water level control is increased, we should select proper control parameters according to the model features.

  • THR EIGHTH NATUIONAL SYMPOSUIM OF HYDRAULIC SEEPAGE
  • LI Chuan-qi, LI Chao-chao, WANG Shuai, WANG Jing
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 135-139. https://doi.org/10.11988/ckyyb.20151074
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    Compound geomembrane is an effective measure for the seepage control of reservoir in plain area. In this research, numerical simulation and field test are employed to analyze the anti-seepage performance of geomembrane for plain reservoir. A finite element analysis model of geomembrane seepage is established based on the differential equation of saturated-unsaturated seepage. The Qingyuan Lake Reservoir in Shandong Province is taken as a case study. Comparison between simulation result and measured result shows that non-saturation region increases significantly in the presence of geomembrane. The non-saturation region should not be ignored, otherwise the calculated results of leakage flux, seepage line, as well as overflow point height would be lower than measured result, which makes engineers underestimate the severity of seepage. Moreover, factors of geomembrane defect (such as location, size, number and contact situation with the under layer) also have large impact on fluxes and seepage lines. Geomembrane defects mainly depend on the construction quality, so it is very important for the safety of the reservoir to control the geomembrane defects strictly.

  • SU Jie, ZHOU Cheng, ZHU Bao-qiang, ZHOU Hong-wei
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 140-143. https://doi.org/10.11988/ckyyb.20151062
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    The geometrical and stress similarity cannot be both satisfied in traditional soil model test. We put forwarda new soil slope model applied with tangent directional seepage and normal directional stress. For colluvial slope model of small thickness, the similarity of stress along slope and vertical to slope surface were satisfied respectively by applying seepage force and surcharge load vertical to the slope surface, thus self-weight of the soil slope model can be similar to that of the in situ slope. Numerical analysis was conducted to compare the stress and strain similarity of in situ slope (thickness of 3 meters) and slope model (thickness of 0.3 meter). The calculated result shows the area with stress and strain similarity in the soil slope model; the distributions of maximum shear stress and strain in the model and the in situ slope are similar, with the error less than 10%. The results verified the feasibility of the model test method.

  • CHEN Jin-song, GU Xie-qin, SHENG Xiao-tao,DING Pei-zhong
    Journal of Changjiang River Scientific Research Institute. 2016, 33(4): 144-147. https://doi.org/10.11988/ckyyb.20151069
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    Dispersive clay is a special soil which can be washed out by water easily. With the development of earth and rockfill dam, the range of choosing core material expands correspondingly. Dispersive clay as core material and its seepage-proofing effect under the protection of filters are issues concerned in engineering design. In this research we collected core materials from two stock grounds of a hydro-junction and conducted laboratory tests using pinhole, fragment, pore water solution and double areometers to determine the dispersibility of core material. By mixing different ratios of cement or quick lime, we modified the dispersibility of the core materials and compared their permeability and filter protection effect before and after modification. Results reveal that by mixing 3% of cement or 3%-5% of quick lime we can eliminate the dispersibility of the core materials from the two sites. Moreover, core material modified by cement or quick lime could bear higher hydraulic gradient than non-modified material does. Under the protection of proper filtration material, dispersive clay could bear high gradient, and has good self-healing ability in the presence of fissures.