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01 February 2018, Volume 35 Issue 2
    

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    SPECIAL CONTRIBUTION
  • DONG Yao-hua
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 1-7. https://doi.org/10.11988/ckyyb.20170999
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    In line with demarcation theory and threshhold size, 10 groups of demarcating grain sizes of alluvial river sediment with threshhold sizes from maximum 2.0 mm to minimum 0.001 mm are summarized for the first time, and the features and pedigrees of the 10-group demarcating grain sizes are given. The 10 groups involve sediment classification, settling velocity of spheric particle, mono-mineral sediment, clay and suspensoid sol, sediment flocculation, sediment thixotropy, initial dry density, initial sand-wave, bed-load and suspended-load, bed-material-load and wash-load. The essential core of the 10-group demarcating grain-sizes lies in the demarcation between coarse sand and fine sand. By means of attribute-based classification method, the 10-group demarcating grain-sizes can be divided into 3 types: typeⅠ, mainly dominated by sediment features; typeⅡ, relying on features of sediment and flow; and type Ⅲ, depending on features of sediment, flow and fluvial processes. Meanwhile, according to ascertainty-based classification method, the 10 groups can also be divided into 3 classes: class A with definite demarcating meaning and explicit threshhold size; class C with less definite demarcating meaning or less explicit threshhold size; and class B, which is between class A and class C. Finally, issues and further researches associated with demarcating grain sizes of river sediment, such as division between coarse sand and fine sand, relationship between demarcating grain size and critical velocity, and relationship between settling velocity of sediment and incipient velocity of flow, are introduced.The research has helped to improve the systematicness and importance of demarcating grain-size of river sediment and to establish intertink between sediment micro-feature and river macro-feature.
  • RIVERLAKE SEDIMENTATION AND REGULATION
  • WANG Zhen-ping, WANG Xiao-qin, LIN Jing-lan, CHEN Shan-mu
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 8-12. https://doi.org/10.11988/ckyyb.20160966
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    The characteristics of runoff and sediment evolution in the Tingjiang River watershed under climatechange and human activities are analyzed by means of cumulative anomalies and Morlet wavelet analysis based on measured runoff and sediment data in Changting segment from 1982 to 2014. Results indicate that runoff and sediment load distribution are both uneven within the years, with runoff mainly concentrated from March to June while sediment from March to June and in August; runoff and sediment load experienced twice abrupt changes during 1982-2014, once in 1991, and the other in 2000. Runoff and sediment load reduced from 1982 to 1991, and increased in the next 8 years from 1992 to 2000, and then reduced again from 2001 to 2014. The time series of runoff and sediment load during 1982-2014 demonstrated significant cyclicality, with the first principal cycle of runoff and sediment of 44 and 18 months, respectively.
  • TANG Xian-qiang, GUO Wei-jie, WU Min, LI Rui
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 13-17. https://doi.org/10.11988/ckyyb.20160993
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    Accounting for 96% of the total reservoirs in China, small reservoirs played an important and irreplaceable role in local flood control, agricultural irrigation, water supply and aquaculture. Due to inadequate financial investment and lack of management, functions of small reservoirs in rural area deteriorated dramatically with severe sedimentation and leakage, insufficient water storage capacity, widespread nutrient pollution and eutrophication, and excessive reservoir fish farming. In view of this, countermeasures and suggestions are put forward: 1) reinforcing basic data investigation in hydrology, water resource and water quality; 2) identifying and determining the key function of small reservoir and the targets of restoration based on water supply and utilization; 3) controlling silt sedimentation and recovering the utilizable capacity; 4) reducing pollutant input and increasing water environmental capacity; 5) developing ecological fish farming and preventing ecosystem overload; 6) encouraging investment and scientific management. This research is expected to provide scientific basis for guiding the water resource storage and sustainable utilization in rural areas.
  • ZHANG Ya-xuan,LEI Xiao-yun,JIANG Quan-quan,MA Zhi-gui,ZHANG Heng
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 18-22. https://doi.org/10.11988/ckyyb.20161063
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    According to the annual natural runoff time series of Tuohai hydrological station on Khasu River in West Tianshan Mountain from 1958 to 2015, we diagnosed the runoff trend, abrupt changes and cyclic evolution pattern by accumulated anomaly, Mann-Kendall test, power spectrum method and wavelet analysis to provide technical support for the rational use of river water resources, the joint scheduling of cascade reservoirs, and to reveal the runoff evolution of the Ili river. The results are concluded as follows: 1) annual runoff presents a slight rising trend in the recent 58 years; 2) annual runoff increased in periods in 1968-1974 and 1998-2010, but decreased in periods in 1975-1997 and 2011-2014; 3) annual runoff changed with an abrupt increase in 1968 and 2014, and an abrupt decline in 1980; 4) annual runoff changed in three time-scales, namely 3-5 years, 9-12 years and 17-19 years, with the dominant periods of 4, 11 and 19 years.
  • TONG Kun, GENG Lei-hua
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 23-27. https://doi.org/10.11988/ckyyb.20160914
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    Agricultural water consumption varies drastically with the change of precipitation. Determining the relation among agricultural water consumption in different precipitation years has always been a difficulty. In this article, according to the actual data of precipitation and irrigation water consumption per unit hectare, the ratio of irrigation water consumption at a given precipitation frequency to multi-year average irrigation water consumption (defined as regulation coefficient)is calculated for six irrigation regions. Furthermore, according to the status quo of agricultural development and water resources in Jiangsu Province, the values of regulation coefficient at different precipitation frequencies are obtained. Results show that the maximum regulation coefficient is 1.12 at 70%-80% precipitation frequency, and the minimum regulation coefficient is 0.81 at 95% precipitation frequency;according to planning, the irrigation water consumption in 2020 at 75% precipitation frequency is estimated to be 7 210 m3/hm2, and 5 197 m3/hm2 at 95% precipitation frequency.
  • YAO Xue, SHANG Ming-rui
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 28-32. https://doi.org/10.11988/ckyyb.20161084
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    The aim of the present research is to alleviate the conflict between water supply and demand in Zhangye city and to provide decision making basis for scientific management of water resources. According to water resources data from 2006 to 2015 in Zhangye city, Logistic regression model with water supply, water demand, and water deficit as variables was employed to obtain the risk rate of water supply and demand as well as its impact degree. Subsequently, hierarchical clustering method was adopted to assess and determine the risk levels. Finally, the possible risk levels in 2020 and 2030 were acquired. Results suggest that imbalance and conflict between water supply and demand have emerged in Zhangye in the recent decade. Future economic development in Zhangye is related with water supply and demand, and risk level is directly related to the water supply guarantee rate. To ensure an abundant water supply and maintain a low risk level, a variety of measures should be taken simultaneously.
  • LI Da-ming, YAO Zhi-fan, LIU Xun-ping, CHEN Shuo,    ZHANG Hong-qiang,BU Shi-long, XIONG Ming-ming
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 33-37. https://doi.org/10.11988/ckyyb.20161162
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    In the aim of predicting debris flow in Jixian county of Tianjin, some townships in the county were taken as study area, and area grid was automatically divided, then the node-cell-channel information was generated. By analyzing the formation conditions of debris flow, 7 risk factors of debris flow were selected ,namely occurrence frequency of debris flow, 24 h rainfall, 1 h rainfall, geological lithology, average slope gradient, vegetation cover type and population density. In association with fuzzy weighting method, the weight of each risk factor was calculated and a prediction model of debris flow was established. Furthermore, the debris flow occurred in Shuang’an area of Jixian county in 2012 was simulated according to the calculated risk level of each grid. Results show that in the northern mountainous area of the county, the hazard degree of debris flow Rd varies from 0.4 to 0.8, indicating medium risk and high risk. The hazard point of Shuang’an debris flow is located at a high-risk area, and the simulated results are in accordance with the actual conditions. The model has certain reliability and can be used to forecast the debris flow in the mountainous area of northern Jixian county of Tianjin.
  • CHEN Feng, LIU Shu-guang, LIU Wei-wei
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 38-43. https://doi.org/10.11988/ckyyb.20160996
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    The causes and characteristics of ground flood invading into underground space are analyzed in terms of internal and external factors to obtain the flooding rule and prevention mechanism. Research result suggests that vulnerable external environment is the primary factor of flood invading into underground space. Defensive measures and capabilities of underground space itself are closely related to disaster loss. Since ground flood intrudes in a variety of paths and means with many uncertain factors and complex hydraulic characteristics yet no clear unified rules to follow, countermeasures for important and large underground space must be determined through combination of numerical simulation and physical modeling. In addition, the arrangement of drainage system should be based on flow characteristics analysis, and drainage facilities should be located along the water flow path near the flood invasion site in large scale and quantity. The results could be referenced for the choice of rational countermeasures of flood prevention.
  • YUAN Dong,LIU Jin-feng,YOU Yong,LIU Dao-chuan,SUN Hao,ZHANG Li
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 44-50. https://doi.org/10.11988/ckyyb.20161178
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    Bailong River drainage basin is an area subjected to the most severe debris flow hazard, with debris gully density and debris flow frequency ranking top in China. Despite many treatments, debris flows have caused large casualty and property losses. In this paper, the current engineering mitigation works in Ganjia gully of Bailong River basin were analyzed through field investigation, and on this basis, the particle gradations, rheological behaviors, and shear strengths of debris deposits in the upstream and downstream of check dam were compared through particle size test, rheological test and direct shear test. Results suggest that check dam plays an insignificant role in adjusting the particle size of debris flow, but apparently alters the mechanical properties of debris flow. The shear stress of debris deposit slurry in the downstream of check dam is smaller than that in the upstream; while shear strength in the downstream is slightly larger than that in the upstream. In addition, the difference in grain size distribution of debris flow is an important factor that affects the rheological properties and shear strength. The results could be used as reference for the type selection and parameter design of check dam.
  • AGRICULTURAL WATER CONSERVANCY
  • FU Hao-long,LUO Yu-feng,LI Ya-long
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 51-56. https://doi.org/10.11988/ckyyb.20160868
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    The aim of this research is to evaluate and analyze the forecasting of short-term daily reference crop evapotranspiration by Hargreaves-Samani equation based on temperature forecast. The observed daily meteorological data from 2002 to 2013 at Nanjing Station and the daily weather forecast data for 7-day forecast period from 2012 to 2013 are collected, and the daily ET0 was calculated by using the FAO-56 Penman-Monteith (PM) equation according to daily meteorological data from 2002 to 2012. Furthermore, parameters in the HS equation are calibrated with 2002-2012 PM ET0 values and the calibrated HS equation is adopted for forecasting the 7-day ET0 with weather forecast data from 2012 to 2013. The precision and sensitivity of the forecast results are evaluated and analyzed. Results showed that the forecast result of ET0 based on minimum temperature is more accurate than that on maximum temperature; the statistical indicators of calibrated HS equation are good, indicating the accuracy has improved; and the ET0 estimated from calibrated HS equation are in accordance with the ET0 estimated from PM equation, the accuracy of the HS equation has been significantly improved. Moreover, the accuracy of ET0 declines with the increase of forecast period; the error in ET0 is usually more sensitive to maximum temperature than that to minimum temperature, and the error in ET0 is most sensitive to temperature forecasts in summer, while least sensitive to temperature forecasts in winter.
  • WANG Jun-zhou, MIN Feng-yang, HAO Jie-yu, FAN Bei-lin, WANG Jia-sheng
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 57-61. https://doi.org/10.11988/ckyyb.20161086
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    Similar to the principle of desilting funnel, vortex basin for oncemelania separates oncemelania from water by spiral flow. A full understanding of the flow field in the vortex basin is essential to investigating into the separation mechanism. In this paper, the Reynolds Stress Model and VOF method are applied to simulate water-air two-phase flow in vortex basin. The calculated results of free surface and three-dimensional velocity are in good agreement with experimental data. The simulation results show that tangential velocity reduces with the decrease of distance from the center of the basin, resembling the velocity distribution of forced vortex. Analysis on the distribution of secondary flow indicates that deflector plays a key role in the efficient removal of oncemelania by suppressing the upwelling current on the sidewall and weakening the secondary flow carrying oncemelania.The research result offers technical support for controlling oncemelania and improving vortex basins.
  • HYDRAULICS
  • LI Tian-chang, YAN Bin
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 62-67. https://doi.org/10.11988/ckyyb.20170003
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    Turbulence characteristics in fishway are important for fish migration towards the upstream reach. In this article, we made a review on the research progresses of turbulence parameters including turbulence velocity, turbulent kinetic energy, turbulence intensity, Reynolds shear stress, and vortex in Danilian fishway, vertical slot fishway, composite fishway and culvert fishway. We also analyzed the rules and characteristics of turbulence distribution in different types of fishway, and pointed out that turbulence intensity and turbulent kinetic energy have great impact on habitat selection and fish passage. Finally we recommend conducting in-depth research on the turbulence characteristics of vortexes in fishway, which has received few research attentions, to improve the hydraulic condition in fishway and ensure an efficient operation.
  • ZHANG Jing,WANG Dong,SHI Hao-ran, LIU Xiao-qing, YANG Yao
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 68-72. https://doi.org/10.11988/ckyyb.20161138
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    Deposits induced by huge landslide or debris flow are of big size, hence changing the cross-sectional velocity distribution of channel to a large extent. The aim of this research is to analyze the influence of deposit on the velocity distribution of channel. According to 16 groups of flume experiments (10 on flume bed with gentle slope and 6 on steep slope), the uneven cross-sectional velocity distributions along flow direction caused by different deposit size under gentle slope and steep slope conditions are obtained, and the correction factor of kinetic energy α and the cross-sectional velocity distribution are analyzed. Results show that α well represents the velocity uniformity of cross section. As blockage ratio of deposit increases, velocity distribution becomes more uneven. In particular, as for the channel with gentle slope, velocity distribution reaches the most uneven state at the postion when x/l=0.5; therefore more distance from the upstream of the channel is needed to eliminate deposit’s influence on velocity distribution; whereas for the channel with steep slope, the position with uneven change of velocity distribution is mainly located at the deposit reach, and the peak correction factor of kinetic energy is obviously lower than that of the channel with gentle slope, which has less impact on the upstream and downstream.
  • ROCKSOIL ENGINEERING
  • ZHU Ze-yong,HE Gui-cheng,LI Feng-xiong,WANG Zhao
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 73-77. https://doi.org/10.11988/ckyyb.20161052
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    To obtain the failure characteristics and failure mechanism of red soil slope in cyclic wetting-drying condition, physical model test was conducted in line with the similarity theory by monitoring the slope model for one year and a half. Results revealed that under drying condition, the generation of cracks on the surface of the red soil slope is related to water content; in particular, when water content is below 27.5%, cracks were generated on the surface of red soil; and with the decline of water content, the number and width of cracks experienced gentle increase, sharp increase and steady development in sequence. Under cyclic wetting and drying, cracks on red soil surface were generated, coalesced, and then regenerated; and with the increase of rainfall cycles, cracks developed towards the deep, correspondingly with a gradual increase in crack width and depth; surface water permeated along the cracks into the red soil layer at the bottom of slope, resulting in the argillation of red soil particles. Furthermore after one and a half years of cyclic wetting and drying, surface water permeated to the bottom of slope along two vertical cracks, and softened and disintegrated the slope from bottom to the top, finally gave rise to water conducting channels which induce large-scale landslides.
  • LI Peng
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 78-83. https://doi.org/10.11988/ckyyb.20161111
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    To investigate the influence of aqueous solution on the creep property of sandstone, we carried out long-term uniaxial compression creep tests on sandstone specimens of different moisture content by RLJW-2000 rock microcomputer-controlled rheology servo; and meanwhile conducted acoustic tests by SH-2 acoustic emission monitor. Test results revealed that sandstone displayed obvious strain hardening characteristics with apparent creep steady phase. At given moisture content, the creep rate of sandstone increased as stress increased; and under the same stress level, creep rate increased also as stress increased. Moreover, ring count rate and creep rate shared the same trend: the time-history curves of accumulative ring count and strain are similar in general. Assuming that the test materials obey Weibull distribution, we derived a damage evolution equation based on acoustic emission event point, and found that damage in sandstone of high moisture content developed faster than that of low moisture content under the same stress level. By comparing the critical acceleration point of creep curve and damage variable curve, we also found that acoustic emission is more accurate in predicting the time of creep.
  • SUN Kai-chang, YIN Zhi-wei,LI Quan,LIU Lin-feng
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 84-88. https://doi.org/10.11988/ckyyb.20161106
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    A slope reliability calculation model combining spreadsheet method and Response Surface Method (RSM) based on Latin Hypercube Sampling (LHS) is presented to solve slope reliability issue effectively. In consideration of the uncertainties of strength parameters cohesion c and friction angle φ which have significant impact on slope stability, LHS sampling is used to establish random sample points of RSM, and the response values of sample points are obtained based on slide program. By combining the spreadsheet method with the RSM, the reliability index and failure probabilities are solved. With Monte Carlo results as a benchmark reference, a comparison of calculation results for basic two-layer slope model and Tuoba 110 kV substation slope show that the proposed method is of high accuracy, less computational efforts, and higher efficiency, and is of guiding importance for the reliability analysis of practical engineering slope.
  • ZHONG Quan, LENG Zhen-dong, PENG Zheng, LIU Fang
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 89-94. https://doi.org/10.11988/ckyyb.20161040
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    Blasting excavation of tunnel would give rise to damage of surrounding rock inevitably. In this article, the damage evolution of surrounding rock during blasting excavation is simulated in LD-DYNA, a 3-D dynamic finite element software. The influence of jointed surface and excavation procedures on damage evolution are analyzed in emphasis. The headrace tunnel of Yuwa Hydropower Plant is selected for case study. Results show that during blasting excavation process, the damage perpendicular to joint surface is weakened, while the damage parallel to joint surface is exacerbated. Blasting excavation procedures, excavation footage and single dosage contribute to rock damage obviously, which however, could be weakened effectively if measures of layered excavation, footage decrease and single dosage control are taken. The research achievements are of guiding significance for reducing over-excavation and ensuring stability.
  • BAI Lan-lan, MA Wen-ning
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 95-97. https://doi.org/10.11988/ckyyb.20161046
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    The impact of sand ratio on silt property was investigated through compaction test (before SEM scanning), compression test, CBR test and unconfined compressive strength test on artificial silt with different sand ratios (10%, 20%, 30%, 40% and 50%). Results indicated that 1) given the same sand ratio, the pore area of compacted silt samples declined at first and then increased with the growth of water content; given the same water content, the pore area of the samples also decreased at first and then increased with the increase of sand ratio, which agrees well with the variation of maximum dry density of the silt samples (increased first and then decreased with the increase of sand ratio); 2) as sand ratio and coarse grain content became larger, the CBR of silt increased with the increase of sand ratio; 3) for silt with the same sand ratio, unconfined compressive strength increased with the increase of compaction degree; but under the same compaction degree, unconfined compressive strength became smaller with the increase of sand ratio.
  • SONG Xin-hua, YAN Hong-hao, XU Pei-hong
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 98-103. https://doi.org/10.11988/ckyyb.20161130
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    In line with the basic principle of First Order Second Moment method, a nonlinear function involving many influencing factors, including the height of retaining wall, the internal friction angle of filling material, the unit weight soil behind the retaining wall, the coefficient of friction between soil and wall base, the friction angle between soil and wall back, is established to calculate the reliability of balance-weight retaining wall, hence judging the stability accurately. Two failure modes, sliding failure and overturn failure, are considered. The nonlinearity of physical and mechanical properties of geomaterials and the possible second fracture surface are also taken into account. Results suggest that the present function could solve the problem caused by nonlinear earth pressure on the back of retaining wall by calculating the reliability of anti-sliding stability and anti-overturn stability in consideration of the possible second fracture surface. Compared with linear model, the present nonlinear model is worth promotion in engineering as the calculated reliability is smaller, hence is safer and more suitable for practice.
  • HAN Ting-ting, WU Si-lin, Lv Yi-yan
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 104-108. https://doi.org/10.11988/ckyyb.20161209
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    Mud is a soil-water dispersion system with high water content, which is an important component affecting the engineering properties of mud. In this paper, the influence of bound water content and free water content on the shear strength and rheology of slurry was studied by adjusting the content of free water and bound water. Results show that different water form (bond water and free water) has different effect on the shear strength and rheology of slurry. The shear strength, yield stress and plastic viscosity of slurry decrease with the increase of free water content, while increase with the increase of bound water. At low water content, the bound water content is the dominant factor affecting the shear strength and rheology of the slurry; but with the increase of water content, free water content gradually takes the leading role, which means that free water content has a greater effect on slurry properties. The results could be used as reference for type selection of slurry.
  • PU Shao yun, HUANG Zhi hong, RAO Jun ying, MU Rui, ZHENG Hong chao, WANG Tian long, LIU Xiao lang, LI Lei, WANG Yi hong
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 109-115. https://doi.org/10.11988/ckyyb.20170454
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    The deformation characteristics of rock under dynamic loading is a common problem in geotechnical engineering. In this article, a Fractional order Burgers Model (FBM) which reflects the deformation characteristics of rock under low dynamic stress is established by replacing constant Maxwell dashpot of Burgers model with fractional order dashpot based on fractional calculus. The dynamic loading is decomposed into a static loading and a cyclic loading with an zero average stress by stress decomposition method. According to rheological mechanics theory, the rheology constitutive equation for rock based on FBM is given under the static loading; and meanwhile according to viscoelastic mechanics theory, the dynamic response constitutive equation of rock based on FBM is deduced under the cyclic loading in consideration of the influence of rock damage, fracture and plastic deformation on energy storage and energy dissipation compliance. Furthermore, a new constitutive equation for rock is obtained by superimposing the constitutive equations under the two stress conditions. Compared with existing test results of rock under dynamic loading, the FBM could better describe the deformation characteristics of rock under low dynamic stress in deceleration stage and constant velocity stage; moreover the FBM parameters can be obtained conveniently by numerical methods.
  • ZHONG Lin, TONG Si da, LI Gang
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 116-118. https://doi.org/10.11988/ckyyb.20161174
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    As an important composition of asphalt concrete, asphalt in terms of quality and content has great influence on the performance of core wall. The effect of Karamay asphalt of different grades (50 #, 70 #, 90 #, 110 #, and 160 #) on the performance of asphalt concrete is studied through bending test of small beam. Results reveal that the strain corresponding to flexural strength of asphalt concrete increases with the increase of asphalt grade, which suggest that increasing asphalt grade is conducive to improving the deformation resistance of asphalt concrete but is unfavorable to the bending strength and modulus. This effect weakens with the increase of asphalt grade. Therefore we recommend to selecting high grade asphalt as a priority when strength meets requirements. The research results offer reference for the selection of asphalt grade in asphalt concrete core wall.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • PANG Jian-yong, HUANG Jin-kun, YAO Wen-jie, LIU Huan, YAO Wei-jin
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 119-124. https://doi.org/10.11988/ckyyb.20161102
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    High temperature damage on roadway had been particularly outstanding with the increment of mining depth. By mixing ceramsite, hydrophobic vitrified beads, fly ash and changing the dosage of sand in ordinary shotcrete, we designed orthogonal experiment to researching the variations of compressive strength, tensile strength, flexural strength and heat conductivity coefficient. Experimental results show that hydrophobic vitrified bead is a dominant factor that affects the strengths and heat conductivity coefficient of concrete, hence we recommend the optimum dosage of hydrophobic vitrified beads as 100%. Ceramsite is also a major factor affecting the flexural strength, with a contribution rate up to 60.61% and therefore we conclude the optimum ceramsite dosage to be 20%. With the increasing of fly ash content, heat conductivity coefficient firstly reduced and subsequently increased; while the strength of shotcrete is on the contrary. Finally, with the decline of sand dosage, heat conductivity coefficient had been reducing all the time whereas flexural strength had been increasing, and compressive and tensile strength firstly increased and then reduced; therefore the optimum sand dosage is 580 kg/m3.
  • ZHANG Jing-kui, CUI De-mi
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 125-128. https://doi.org/10.11988/ckyyb.20161060
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    To verify the effectiveness and applicability of Impact-Echo method in detecting the thickness and internal defects of concrete structures, in this study we design defect-free concrete specimens and concrete specimens containing different types and properties of defects in line with common defects of concrete structure in practical engineering, and apply Impact-Echo method to testing these model specimens. The basic characteristics and influence factors of low frequency stress wave excited by the impact echo method are studied, and the detection techniques and application range of impact echo method are analyzed systematically. Research results show that the impact echo method is currently the most effective non-destructive testing method for concrete structures with only a single detection surface. Within its scope of application, satisfactory detection results can be achieved, yet still with some limitations in the test capability.
  • LUO Xi, PENG Gang, LIU Qi, CAO Pei
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 129-134. https://doi.org/10.11988/ckyyb.20161122
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    In order to explore the working states of concrete in cyclic water pressure environment such as tide, impoundment and discharge, we carried out research on effects of cyclic water pressure on the mechanical properties and damage evolution of concrete in stress space and strain space respectively. During the research, we pretreated saturated concrete under pressurized water cycles for different times(0, 50,100,200 cycles) and directly conducted load test on concrete under confined water pressure with constant loading rate of 10-4/s. Results show that: 1) the number of cycle has both positive and adverse effects on mechanical properties of concrete, and the main positive effect is Stefan effect, which would increase the peak stress and deformation ability of concrete, and in the meantime alleviate damage development; 2) Stefan effect takes a dominant role when the cycle number is less than or equal to 100 and increases with the increasing of cycle number, but weakens when internal pores of the concrete connect or run through with each other; 3)during the compression process, Stefan effect lags in a certain degree due to the relative slip of the conjugate surface in the concrete, but the overall impact is greater than the adverse effects; 4)the calculation method for damage variable proposed in this article is from the aspect of energy dissipation with plastic strain energy as a part of energy consumption of material damage, and it reflects the degradation of material deformation modulus. Moreover, it is consistent with engineering practice.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • LI Yan-bo
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 135-139. https://doi.org/10.11988/ckyyb.20160944
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    In order to obtain the stress mechanism of hydraulic tunnel lining under high geothermal condition, we calculated and analyzed the mechanical characteristics of a diversion tunnel in Xinjiang through theoretical calculation and ANSYS within established hot-solid coupling model. Interrelated analyses conclude that heat insulation layer between surrounding rock and concrete could obviously improve the stress situation of the primary concrete lining by reducing the average stress by about 46%, but had no significant effect on the secondary concrete lining; also the average displacement of the lining structure increased about 14%; the thermal insulation layer could also significantly improve the safety factor of primary concrete lining and secondary concrete lining, with the mean value greater than 1. The supporting system together with heat insulation layer, primary concrete lining and secondary reinforced concrete could meet the safety requirements, and can be used in practical engineering.
  • TIAN Li-zong, LU Jing-zhou, ZHU Kong-feng, LIU Ya
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 140-144. https://doi.org/10.11988/ckyyb.20161099
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    Damage tests of concrete specimens were conducted to investigate into the damage evolution law of concrete’s mechanical properties under the actions of freeze-thaw cycles and axial fatigue load. Cyclic freezing and thawing, fatigue loading, fatigue loading after freeze-thaw cycles and freeze-thaw cycles after fatigue loading were applied on concrete specimens respectively. With the deterioration of compressive strength as the damage assessment index, the deterioration of relative dynamic modulus of elasticity and mass were obtained. Results show that under combined actions, the relative dynamic elastic modulus of concrete decreases: 1) under the single action of cyclic freezing and thawing, concrete strength declines gradually as freeze-thaw cycle proceeds; 2) while under the single action of fatigue load, concrete strength grows firstly and then declines as the number of fatigue increases, with the damage degree equals 1.8% when fatigue loading is imposed for 40 000 times; 3) under the combined actions of fatigue loading (with a stress level 0.1 fc~0.5 fc for 10 000 times) after freeze-thaw cycles, concrete strength shows a trend of rising; 4) while under the combined actions of cyclic freezing and thawing (for 75 times) after fatigue load (imposed for 5 000 times and 10 000 times respectively), the mechanical properties of concrete deteriorates remarkably as freeze-thaw cycle proceeds, with the damage degree equals to 19% and 24.2%, respectively. This study provides reliable theoretical basis for the design theory of concrete structures consistent with practical engineering.
  • LIU Jia-li, ZHOU Tian-cai, YU Huan, SUN Jian
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 145-150. https://doi.org/10.11988/ckyyb.20160828
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    Analyzing the dynamic changes of lakes in Tibet, the world’s climate sensitive region, in the background of global warming and economic development, is of great significance to revealing the environment evolution features. According to the lake boundary information obtained by Landsat remote sensing images from 1990 to 2015, we analyzed the dynamic changes of spatial and temporal distribution of lakes in Tibet in the past 25 years. We also investigated into the main driving factors of lake change in terms of climate factor and human factor, and further analyzed the lake change in response to climate change. Results show that in the past 25 years, the number of lakes in Tibet has increased by 261 and the area of lakes has increased from 24 161.1 km2 to 30 549.2 km2. In temporal scale, lake area experienced a severe shrinkage in 1990-1995, and then expanded rapidly in 1996-2006; in 2007-2013, the expansion alleviated. The temporal transformation can be well reflected by precipitation, temperature, and evapotranspiration. In spatial scale, the variation of lake area differs apparently: in the middle of Tibet, low temperature and evapotranspiration as well as high precipitation gave rise to the rapid expansion of lake area; whereas in north Tibet, despite high temperature, low precipitation and large amount of evapotranspiration, the melting of glaciers and frozen soil caused by high temperature could be a possible factor of lake expansion; in the Himalayas, evapotranspiration far exceeding precipitation led to lake shrinkage. In addition, although human activities contributed to the local demand for lakes and other water resources, the area of lake has expanded, indicating that climate is a main driving factor of lake change in Tibet.
  • XU Ying, YUE Dong-jie, MENG De-you
    Journal of Changjiang River Scientific Research Institute. 2018, 35(2): 151-154. https://doi.org/10.11988/ckyyb.20161047
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    To overcome the limits of Digital Elevation Model in extracting erosion gully features, a method of point cloud segmentation for airborne LiDAR data based on characteristic difference is proposed. Firstly, the characteristics of point cloud of gullies are analyzed, and then the differences in surface features are obtained based on different scales after preprocessing of the point cloud. Initial gullies are segmented from point clouds with the aid of a curvature threshold. Finally, real gully point clouds are obtained based on clustering analysis. The experimental results demonstrate that gullies can be detected accurately with airborne LiDAR point clouds, and the present method provides a new idea for quantitative evaluation of gullies.