Home Table of Contents

20 January 2016, Volume 33 Issue 1
    

  • Select all
    |
    RIVERLAKE SEDIMENTATION AND REGULATION
  • LIAO Zhi-qi,FAN Bei-lin,LI Ling-yun,WANG Jia-sheng,WANG Jun-zhou
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 1-5. https://doi.org/10.11988/ckyyb.20140591
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    It has been proved by analyzing the field data that the adjustment of riverbed in alluvial river is delayed due to variations of water and sediment load. In this paper, Jianli station in Changjiang river was selected as the research object. Through analyzing process and characteristics of delayed response of the bankfull area of Jianli station, we explore the regularity of area regulation response, and establish a delayed response model, which is suitable for the regularity. The results show that, influence of incoming water and sediment of Jianli station at early period on current bankfull area’s regulation really exists, and the delayed response theory can also be used to Jianli station, located at Jingjiang segment, Changjiang river. Meanwhile, after improving the delayed response model for Yellow river, we establish the modified delayed response model of bankfull area for Jianli station.

  • WATER RESOURCES AND ENVIRONMENT
  • LI Shen-qi ,XIAO Jing-xi,QIN Guang-hua, ZHANG Ze-hui
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 6-9. https://doi.org/10.11988/ckyyb.20140799
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In order to solve the problem that the quantitative standard coefficient is only determined by subjective experience of investigators in annual runoff prediction based on set pair analysis(SPA), we present a prediction model based on SPA in association with calibration of quantitative standard coefficient Firstly, we calibrate quantitative standard coefficient. Then, we predict the runoff by using SPA. Yichang station in Yangtze River is taken as an example, and predicted data by this model are compared with those by empirical quantitative standard model. The results show that predicted data by the model presented is more accurate to reflect original sequence than those by other models.

  • WANG Xiao-li,CHU Xi-zhang, HUANG Peng-fei, LIU Wei
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 10-14. https://doi.org/10.11988/ckyyb.20140603
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Seawater desalination is one of the important ways to solve the problem of island water shortage. To promote the application of water desalination on islands, we systematically analyzed the environment of seawater desalination industry development through PEST model with data collection and field investigation, which consists of four aspects political policy (P), economy (E), social culture (S) and technology (T). With the overall analysis of their strengths, weaknesses, opportunities and challenges through SWOT-PEST matrix, we discussed the development situation and prospect of seawater desalination industry on islands, and then put forward the strategic countermeasures and safeguard measures from the aspects of national policy, market economy, public acceptance and technology innovation,which is considered as the theoretical foundation for the industry development of seawater desalination on islands.

  • WATER-SOIL CONSERVATION AND ECO-CONSTRUCTION
  • LIU Bin-tao,SONG Chun-feng,SHI Zhan,TAO He-ping
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 15-19. https://doi.org/10.11988/ckyyb.20140674
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Many secondary disasters such as collapse, landslide and debris flow were induced by Lushan earthquake. The vegetation was seriously destroyed and ecological environment was under serious threat. The most effective method for quantificationally evaluating the regional soil erosion is to establish the soil loss equation. Through summarizing the soil loss investigation and assessment results in Lushan earthquake area, we described the soil loss equation which had been used in Lushan earthquake area. The specific calculation methods of rainfall erosivity factor, soil erodibility factor, slope length and slope gradient factor, surface cover and management factor and the soil and water conservation measures factor were given in this paper. This equation can be referenced for the investigation and dynamic monitoring of soil and water loss, the soil and water conservation planning and the ecological reconstruction of Lushan earthquake area.

  • NI Zhen-qiang
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 20-23. https://doi.org/10.11988/ckyyb.20140440
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In the construction of long-distance oil and gas pipeline, geological disasters and soil erosion occur with different kinds and styles of spatial distribution. On the one hand, the construction will trigger geological disasters such as landslide, debris flow and collapse. On the other hand, it will lead to soil structural damage in association with soil and water loss. Guiyang-Chongqing pipeline project of oil products was taken as an example, which is in the southwest of China. Geological disasters and soil erosion caused by construction were summarized and analyzed for the project. On the basis of this, we obtained the behavior and characteristics of disasters and propose prevention measures. In other words, we must obey principles (prevention first, combining prevention with control, adjusting measures to local conditions, prevention for disaster and comprehensive management), for the purpose of developments of ecology and economy. Finally, the research results can be referenced for soil and water conservation in oil and gas pipeline projects.
  • SCIENTIFIC INVESTIGATION AND FIELD OBSERVATION
  • REN Fei-peng,ZHANG Ping-cang,CHEN Xiao-ping,XU Ping,CHEN Jin
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 24-29. https://doi.org/10.11988/ckyyb.20150187
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In this paper, based on field investigation data on vegetation ecology from 8 typical sections of the Jinsha River in 2013, the vegetation spatial heterogeneity of valleys along the river and its influence on ecological restoration were qualitatively and quantitatively analyzed. Results show that 1) There are obvious regional diversities of vegetation in the valleys from the downstream to upstream in Jinsha River, namely landscape pattern, vegetation community, and species composition; 2) Quantitative analysis results show that, as for the valleys of Jinsha River, vegetation community has a tendency of incomplete structure and monotonous composition, and main types of vegetation are shrubs and herbs, with characteristics of psychrophyte and xerophytic plant; 3) The analysis results show that, the spatial heterogeneity of natural vegetation essentially reflects the ecological environment of valleys along Jinsha River, in the ecological restoration ,we should obey the natural law of spatial heterogeneity of vegetation, meanwhile ,effective measures should be taken to make good use of seed resources of native plants in terms of region and vegetation type, and shrubs and herbs suitable for arid region should be firstly applied. On the basis of this, we take measures in steps and stages to promote ecological restoration.

  • XIAO Xiao, XU Jian, ZHAO Deng-zhong, HU Cheng-fang,WANG Zhao-hui,CHENG Xue-jun
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 31-37. https://doi.org/10.11988/ckyyb.20150100
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Typical segments in the middle and lower reaches of Hanjiang River were taken as study areas for water quality. According to sampling results and synchronized multi-spectral CCD data of HJ-1A satellite in spring, summer and autumn of 2012, we establish a retrieval model of BP neural network for TN (total nitrogen) concentration ,and assess water quality of the study areas based on the retrieval results. The results show that, on the basis of resilient BP training algorithm (heuristic-based training algorithm), the retrieval model of BP neural network established is of high accuracy and wide application fields, which can truly reflect the changes in TN concentration in different reaches and different seasons , and is easy to utilize domestic satellite data to carry out assessment work of water quality ; furthermore, assessment results indicate that water quality of the research areas varies a lot with seasons and reaches the value of TN indicator in spring significantly exceeds standard value , in other words, value of this indicator in summer or autumn is lower than that in spring. Finally, concentration of TN of downstream area is lower than that of upstream area.

  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • TIAN Xiong,ZHANG Shi-shu,LI Chang-you,YUAN Guo-qing
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 38-42. https://doi.org/10.11988/ckyyb.20140656
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The stability of potentiallly hazardous rock mass (PHRM) of surrounding slope is one of the prominent problems which is closely related to construction security and running reliability. In this paper, we selected the key factors such as characteristics of structural interface,rock types,slope gradient,weathering and unloading intensity of rocks,groundwater,and surface water which effect the stability of PHRM. According to the influence degree, we give different scores to each factor,thereby establish a set of comprehensive scoring method which can quickly quantify and semi-quantify the classification of the stability of PHRM. Then, PHRM of the slope at the left bank abutment in Shuangjiangkou hydropower station of Dadu River was taken as an sample, we compared calculated data between the comprehensive scoring method and limit equilibrium method,which verified the correctness of the comprehensive scoring method.
  • JIANG Zhen-xiang, XU Zhen-kai, WEI Bo-wen
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 43-47. https://doi.org/10.11988/ckyyb.20140690
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The systematic signal and random signal in the monitoring sequence are difficult to distinguish in the conventional monitoring models of the dam, thus the forecasting accuracy of the conventional model can be promoted. In this paper, we separate the systematic signal from random signal by their frequency features based on wavelet decomposition. According to the advantages of managing signals of stepwise regression and Support Vector Machine(SVM), in association with grid search and cross validation methods for determining the sensitive parameters of SVM, we present a monitoring model of dam displacement based on multivariate statistical combined with wavelet decomposition and support vector machine. Then the calculating procedures are compiled. The engineering examples indicate that both the systematic signal and random signal can be separated effectively in the composite model, with high forecasting accuracy and good optimization ability. Finally, the composite model is effective and the method can be applied to high slope monitoring and other warning indicators of dam projects.

  • HYDRAULICS
  • ZHANG Zhi-chang, ZHAO Ying, WANG Xue -bin
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 48-53. https://doi.org/10.11988/ckyyb.20140710
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In order to explore the calculation methods of stilling basin depth and end sill height, we summarize previous research results about conjugate depth of hydraulic jump in trapezoidal stilling basin and measuring weir(sill)of trapezoidal cross section. According to energy equation, we present the calculation methods of stilling basin depth and sill height with trapezoidal cross section for 3 types of stilling basin, namely, deepened style, baffle wall style, and comprehensive style. On the basis of this, we put forward calculation formulas of stilling basin depth and sill height and exhibit the calculation process through examples. Finally, the calculation formulas can be taken as a reference for the design of trapezoidal stilling basins.
  • ZHANG Chun-jin, LI Yong-ye, SUN Xi-huan
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 54-60. https://doi.org/10.11988/ckyyb.20140761
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In the design of structure of spillway tunnel with free water surface, design discharge and check discharge should be fulfilled. In view of this, we established a numerical flow model for Yellow River diversion project of Xiaolangdi, located at the right bank of Jianhe River in Yuanqu of Shanxi province. On the basis of volume of fluid (VOF) model and Mixture model, we obtained relevant parameters including discharge capacity, distribution of water depth along the direction of water flow, cavitation number, sectional velocity , pressure and ski-jump distance on the conditions of design water level and check water level. The results show that, simulated values are in good agreement with test values; and it is feasible to study hydraulic characteristics of spillway tunnel with free water surface by using Fluent software; finally, the research results can provide theoretical reference for the application of the software in practical projects.
  • LI Xin-yao, YIN Jin-bu
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 61-64. https://doi.org/10.11988/ckyyb.20140789
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Joint energy dissipation of stepped spillway and flaring gate pier was used in many projects, but the stepped surface damage was recently found in several projects. According to the model test and prototype measurement, the hydraulic parameters such as time average pressure, flow velocity near bottom and aeration concentration possibly affecting the damages of stepped surface under the action of nappe of flaring gate pier were analyzed. In the same time, the method of mechanics of materials was used to conduct force analysis of stepped concrete layers in association with fluctuating pressure and testing data of time average pressure. Results show that, under the conditions of stratifying of roller compacted concrete(RCC) and the damage of surface sealant , fluctuating pressure will act on concrete through surface fissures or interlayer fissures . Thus the maximum tensile stress will possibly occur and when it exceeds tensile strength of concrete, stepped concrete surface is possible to be harmed.

  • ROCK-SOIL ENGINEERING
  • RAO Hong-ling
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 65-71. https://doi.org/10.11988/ckyyb.20140644
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Bearing capacity and anti-deformation ability of rock mass in the foundation of high arch dam must be fulfilled to design requirement , because water volume impounded by the dam is giant. But excavation on a large scale at the foundation will be harmful to stability of high slopes at the upstream and downstream of dam foundation , as well as stress relaxation of rock mass due to high geostress. Based on the comparison of the standard requirements of foundation surface at home and abroad, we analyzed the determination for dam foundation surface of the highest dam, Jinping arch dam, and summarized some new viewpoints as follows1)in premise of reliable measures for foundation treatment ,we can reduce the quality requirements of rock mass in specific projects; 2) we can increase the thickness of arch dam and decrease the stress of arch dam to reduce the load of rock mass in the foundation; 3) transversal anchor locking imposed in the resistance body region at the downstream of arch dam can improve the bearing capacity of rock mass in the foundation.
  • HU Jin-shan,MING Yong-zhong,LIU Yong-bo,CAO Jian-ping,MA De-lin
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 72-76. https://doi.org/10.11988/ckyyb.20140683
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Hazard level of potentially hazardous rock mass(PHRM) is referred to as activity, characteristics, geographic distribution and their effect on objects suffered hazards. It is relevant not only to the stability of PHRM,but also to object, height above object and size of PHRM. Under given other factors, with the increase of size and height, the hazard level increases. Through studying surrounding slope of hydroelectric projects finished or proposed, we establish a classification system for evaluating the stability and risk level of PHRM. On the basis of the system, we present the suitable prevention measures firstly, risk level of object influenced by PHRM is classified according to level and position of hydraulic structures in association with density of surrounding people; then, we classify hazard levels of PHRM in view of the stability and size of PHRM and height above object. This method is applied to evaluation and treatment of PHRM in the surrounding slope of most hydroelectric projects of our corporation, and results show that it is effective.
  • BIAN Jia-min
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 77-82. https://doi.org/10.11988/ckyyb.20140013
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The water stability of lime-treated expansive soil is researched through compaction test, unconfined compression test and compression modulus test on weak expansive soil and lime-treated expansive soil in association with the test results of soil-water characteristic curve (SWCC) by other scholars. Results reveal that the compaction scope of lime-treated expansive soil is wider than that of natural expansive soil, and the optimum water content and the maximum dry density respectively increases and decreases linearly with the increment of lime content. The reduction of unconfined compressive strength and compression modulus of lime-treated expansive soil is the largest after one-day water absorption, and with the increase of water absorption time, the reduction rate gradually gets smaller and finally tends to be stable. Moreover, the reduction of unconfined compressive strength is up to maximum after 1 day’s wetting-drying cycle, and with the increasing of wetting-drying cycle, the reduction rate also decreases. The decreased margins of unconfined compressive strength and compression modulus of lime-treated expansive soil are remarkably smaller than that of natural expansive soil, indicating that the water stability of lime-treated expansive soil is greatly improved. In addition, researches of SWCC also show that the water stability of lime-treated expansive soil is improved.
  • YANG Jun,LEI Jun-an ,ZHANG Guo-dong
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 83-88. https://doi.org/10.11988/ckyyb.20140354
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Qualitative and quantitative relationships among unconfined compressive strength of expansive soil improved by weathered sand, weathered sand content and freeze-thaw cycle were researched. Expansive soil samples were improved by weathered sand with different blending ratios (0, 10%, 20%, 30%, 40%, 50%) and were put in universal testing machine to test the unconfined compressive strength after different cycles (0, 1, 3, 6, 9, 12) of freezing and thawing. Test results showed that with the increasing of weathered sand ratio, the unconfined compressive strength of expansive soil improved by weathered sand first increased and then decreased at the same cycles of freeze-thaw. When sand ratio was 10%, the unconfined compressive strength reached the maximum. With the increasing of freeze-thaw cycles, the unconfined compressive strength decreased in the presence of the same sand ratio, and the magnitude of the decrease also reduced with the increasing of freeze-thaw cycles. After regression analysis of test data, the mathematical model between unconfined compressive strength and freeze-thaw cycle was established. These two variables showed a natural logarithmic relationship, and this natural logarithm between unconfined compressive strength and freeze-thaw cycle displayed a linear negative correlation.
  • LIU Ming,LIU Jun,GONG Bi-wei,MU Wei
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 89-94. https://doi.org/10.11988/ckyyb.20140593
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In order to solve problems in the cement-improved treatment for expansive soil, we conducted a field test of the construction techniques according to summary of relevant literatures and construction method of expansive soil improved by lime. Furthermore, three key methods in construction were studied, including reduction of high water content in the excavated soil, breakage of oversize soil aggregate, and time effect of filling construction of cement-improved expansive soil. Then, uniformity of blending cement and the applicability and feasibility of construction process using crusher, rotavator, strip sieve, machine combination ,etc were systematically analyzed.Finally, a construction method for improving expansive soil by cement was put forward. The results can provide references for the construction techniques of improving expansive soil.
  • YAN Min,DING Pei-zhong,CHEN Jin-song,SHENG Xiao-tao
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 95-100. https://doi.org/10.11988/ckyyb.20141062
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In order to study the structure and performance indexes of main materials of combined filter of drainage holes for dam foundation in Xiangjiaba project,we use combined filter to protect the drain holes which are drilled through the weak soil layers.On the basis of the results of permeability experiments of weak soils in dam foundation and indoor experimental results of the main materials such as geotextiles and foamed plastic,the structure of combined filter and main performance indexes of the materials are determined in association with engineering experiences.The filtering and silting experiments show that the combined filter is effective to protect the weak soil layers,with little silting in long-term operation.

  • CHEN Ding-an, YU Chen-xiang
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 101-105. https://doi.org/10.11988/ckyyb.20140642
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The critical hydraulic gradient of tailing silt is greater than that of conventional sand soil, which is determined by the tailing silt’s structure characteristic,and the calculated critical hydraulic gradient of piping-typed tailing silt by conventional formula is far less than the measured values. Therefore, the conventional calculation method can not be applied to tailing silt. Through collecting large amount of physical indexes and particles characteristic indexes of the tailing silt and comparing the grain size distribution characteristics of flowing soil-typed tailing silt with that of piping-typed tailing silt, we deduced the tailing silt’s grain size distribution conditions in which piping occurred. Afterwards, based on the analysis of the correlations between critical hydraulic gradient and the particle morphology or the grain size distribution, pore characteristics, the function relationship between the critical hydraulic gradient and the porosity (void ratio) of particular tailing silt was measured when the piping generates, and then a generalized computing equation of critical hydraulic gradient was exported. Finally, the reliability of the general formula calculation results is properly verified by laboratory test, and the results show that the measured value is basically in agreement with the calculated value. Therefore, this calculation formula can be used to estimate the critical hydraulic gradient of piping-typed tailing silt, and the estimation result is on the safe side.
  • YAN Fei-ya, CHEN Zhi-bo
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 106-110. https://doi.org/10.11988/ckyyb.20140437
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Based on methods such as hyperbolic method and exponential curve method, we carried out settlement prediction for soft-soil foundation of a highway, which was treated by surcharge preloading. Influences of starting time, time length from the moment of full loading and time interval were studied for the two methods above. Results show that, as for prediction accuracy, hyperbolic method is more influenced by starting time than exponential curve method. Then, time length from the moment of full loading has great influence on the two methods, and prediction accuracy can be improved with the increase of time length. Finally, two methods are less affected by time interval.
  • FU Qiang,ZHAO Yu-cheng,XU Hui,HE Dong-xu,ZHEN Ya-bin
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 111-114. https://doi.org/10.11988/ckyyb.20150829
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Due to big plastic deformation of rock under high geostress, roadway deformation and failure characteristics of deep soft rock roadway are complex, and stability control of the roadway becomes very difficult. In light of this, it is important to choose proper support method for the roadway. Xingcun coal mine, with similar geological storage, is taken as research background. According to theoretical analysis and numerical analysis of support, based on the finite difference software FLAC3D, we systematically study the influence of support parameters on rock deformation, stress distribution and plastic zone distribution. The results show that, as for the soft crushed rock roadway, composite support method is superior to traditional method with single support .We can effectively control roadway deformation and obtain obvious support effect by using the composite method. Finally, the research can be reference for deformation control of soft crushed rock roadway in similar projects.
  • SHAO Lei,YU Ting,CHI Shi-chun
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 115-120. https://doi.org/10.11988/ckyyb.20140636
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    According to the theory of subcritical expansion of cracks, we know that the breakage is caused by the extension of micro-cracks in rockfill particle. Based on the long-term deformation characteristics of rockfill particle proposed by predecessors, we study the influences on the stress intensity factor and extension of crack by discussing the stress on the crack surface, geometrical characters of particles and cracks, relative humidity, etc. The analysis results show that, ratio of the initial crack length to particle radius (α) and the stress (σ*i ) which acts across the surface of a crack, are the main influencing factors of crack expansion. The longer the length of initial crack is, the larger the stress on crack surface is, and the shorter the time from propagation till breakage of crack is. Big relative humidity is in favour of speeding crack propagation. However, the effect of relative humidity is limited when α and σ*i are large enough. The time interval from start of loading to particle breakage ranges from 1 minute to 100 years, which indicates that the particle breakage happens in the whole process of loading.
  • HUANG Wei-jie,WU Ye,CHEN Zhi-jian,YU Jun-ping
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 121-125. https://doi.org/10.11988/ckyyb.20140601
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    As for large-scale pile group foundation with deep water, relationship between axial force of pile shaft and environmental factor is complex and nonlinear due to complex environment. In light of advantages of support vector machine(SVM) method in solving small sample size, nonlinearity, and high dimension, we use the method to analyze measured data of axial force in pile group foundation of Suzhou-Nantong bridge, and to predict axial force for a period. Then, we look for optimal parameters by using ant colony optimization(ACO) and establish ACO-SVM model, which can avoid optionally choosing parameters. Meanwhile, we establish prediction models based on traditional SVM and RBF neural network and compare prediction results of the 3 models. The results show that, CO-SVM model is of high reliability, high accuracy and strong generalization ability, superior to SVM and RBF. Finally, CO-SVM model can be applied to predict axial force in large-scale pile group foundation with deep water.

  • LI Fang-zhen, LIU Kan, CHEN Zhi-bo
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 126-129. https://doi.org/10.11988/ckyyb.20140677
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In order to study the permeability characteristics of the broadly graded gravelly soil, triaxial seepage tests in the presence of different gravel contents. The test results show that, with the increasing gravel content,the structure types of the broadly graded gravelly soil can be divided into three different kinds,including suspend-dense structure, dense-framework structure and framework-pore structure. When the gravel content increases, the permeability coefficient decreases slowly first, then increases slowly, and increases quickly finally. Dry density has main influence on permeability coefficient, so does the moisture content. The permeability coefficient is obviously different near the optimum moisture content, so we should pay attention to controlling the moisture content in construction.
  • CHEN Dan,WANG Jun,XIA Shu-jun
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 130-133. https://doi.org/10.11988/ckyyb.20140604
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In the rockfill dam’s united anti-seepage system, the mechanical properties of the interface between geomembrane and cushion material have important influence on the stability of the dam. Firstly,we introduce the test equipment, test principle and method of geomembrane’s interface mechanical properties, and point out the deficiency in the process of calculating the real stress of its contact friction at the interface. Then, the traditional test equipment is modified, and a comparative analysis of results by the two test equipments was conducted under different working conditions. Finally, the real shear stress of geomembrane in the traditional test method is modified through the theoretical derivation, which has been verified by the test experiment. The verification result shows that the shear stress formula can really describe the mechanical properties of the interface between geomembrane and cushion material under shear force.

  • HYDRAULIC STRUCTURE AND MATERIAL
  • HUANG Shi-chao,PENG Gang,LIANG Hui,TIAN Wei
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 134-138. https://doi.org/10.11988/ckyyb.20140680
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The concrete specimens with diameter of 300mm,height of 600mm, were preprocessed under 0 cycle,10 cycles,50 cycles,100 cycles,200 cycles of pore water pressure(upper limit of pore water pressure for 3MPa,the lower limit for 1MPa) .In order to study mechanical properties of concrete under different cycles of pore water pressures and different strain rates, we carried out conventional triaxial(σ23≥σ1) compressive tests for these specimens under four strain rates(10-5/s,10-4/s,10-3/s,10-2/s)with confining pressure of 3 MPa. The results show that 1) with the increasing strain rate,the peak stress of concrete increases and the peak strain shows increasing trend. 2) Before 100 cycles of pore water pressure,the peak stress gradually increase, but after that the peak stress tends to decrease, so the peak stress of concrete changes by phase with the increasing cycles of pore water pressure. Variation of peak strain is irregular, whereas elastic modulus tends to decrease with the increasing cycles of pore water pressure.
  • YANG Ke, DUAN Gong-hao, NIU Rui-qing, HUANG Si-yue, CAO Ya
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 139-142. https://doi.org/10.11988/ckyyb.20140870
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Urban lake is an important ecological and tourism resource. Its variation has profound impact on the city’s development. The variations of lake surface and lake boundary in Wuhan are researched in detail by using NDWI and TM2+TM3> TM4+TM5 method in association with visual interpretation to extract the spatio-temporal information of 68 lakes. The research is based on Landsat 8 satellite data obtained in June 2013 and remote sensing images from 1975 to 2013 in the urban development area in Wuhan. Furthermore, thematic map of lake changes is given by using GIS spatial analysis technology and RS change detection method. The causes of lake changes are analysed through landscape indices. The research result is consistent with the government statistics of water resources in Wuhan city. It is also an instant basis for the protection and sustainable development of lake resources in Wuhan city.

  • INFORMATION TECHNOLOGY APPLICATION
  • RAO Xiao-kang,LUO Yi,YAO Zhen-he
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 143-146. https://doi.org/10.11988/ckyyb.20140597
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Based on the construction specification of blasting in water conservancy projects, combined with the distributed database technology, wireless sensor network technologies and B/S architecture, we established the excavation blasting digital system for Baihetan hydropower station. This blasting sharing information platform has the fundamental characteristics of distributed database storage and wireless sensor network transmission. The main functions of the system include blasting basic data management, overall excavation program management, blasting processes management, blasting equipment management, monitoring and management of blasting, blasting quality inspection management, prewarning of blast monitoring, user rights management and system help files. The system provides digital support and technical support for in-site digital blasting, improving site management and control for blasting excavation.
  • LI Jin
    Journal of Changjiang River Scientific Research Institute. 2016, 33(1): 147-150. https://doi.org/10.11988/ckyyb.20140634
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The alternating current dynamo with invariable speed is used in many pumping stations at present, which wastes lots of electric energy, but the common speed regulation is relatively difficult due to the high-voltage. In order to solve the problem above,we provided a doubly-fed speed regulation system. An AC/AC cycloconverter was taken as main circuit, and the vector control of stator magnetic field orientation was adopted in this system. Besides,we provided the block diagram and flow chart of main program for control part of the system, and simulated the overall system by MatLab/Simulink, and obtained the simulation waveform. The simulation results indicate that the speed regulation system has small harmonic stator current, high control precision, quick dynamic response and stable working performance. In addition, the capability of frequency converter can be decreased largely and the costs are reduced dramatically with limited speed range, so the system has broad application prospect in the speed regulation of pumping station motor.