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01 November 2022, Volume 39 Issue 11
    

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  • Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 0-0.
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  • SPECIAL CONTRIBUTION
  • ZHANG Li, MING Hui
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 1-8. https://doi.org/10.11988/ckyyb.202203712022
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    Watershed ecological restoration is now at the forefront of watershed study. The theory and methodology of scientific watershed planning provides a wealth of research paths and ideas for the healthy and sustainable development of watersheds. In this paper we emphasize that non-biotic factors such as water is the foundation for biotic factors, and expound that hydrology, together with terrain and soil, plays a decisive role in ecological restoration. We advocate nature-based solutions (NbS) for watershed ecological restoration. We strongly believe that hydrological restoration is fundamental to ecological restoration, and hydrological planning should play a leading role in multi-disciplinary watershed protection and restoration. Moreover, we propose a scientific approach for watershed’s healthy, steady and sustainable development by understanding the relations among natual ecological elements, systematic planning of biotic factors and non-biotic factors while balancing human demand and ecologic protection.
  • COMPREHENSIVE MANAGEMENT OF RIVER BASIN
  • HE Xiao-qian, LIU Ce
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 9-16. https://doi.org/10.11988/ckyyb.202111682022
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    Researching the spatial accessibility of national nature reserve would offer theoretical support for the construction and comprehensive development of regional national nature reserves. The spatial accessibility of 1 624 national nature reserves in the Yangtze River Economic Belt was estimated by using ArcGIS spatial analysis method, and the influencing factors of spatial accessibility were investigated with GWR (Geographically Weighted Regression) model. Results revealed excellent distance accessibility and time accessibility of the national nature reserves in the Yangtze River Economic Belt . A percentage of 90.14% of the national nature reserves locates within 100 km from prefectural centers, with an average time of accessibility only 24.23 minutes. The accessibility on county level display a strong agglomeration pattern, and a spatial pattern high in the east and low in the west with the line of “Chengdu-Kunming” as the dividing line. The altitude elevation of the county units is negatively correlated with the accessibility of national nature reserves. The abundance of the reserves and the density of road network are positively correlated with the accessibility. The density of road network has the greatest impact on accessibility, followed by the abundance of protected land and the elevation. The per capita GDP of county has no significant impact on accessibility. In addition, the accessibility of national nature reserves in middle and south Guizhou, southeast Yunnan, south Hunan and Anhui, as well as the coastal areas of northern Jiangsu Province is slightly sensitive to altitude elevation; the accessibility in the upper reaches of Yangtze River Economic belt is highly sensitive to road network density; the accessibility of natural reserves to the west of Chengdu-Kunming line is much more sensitive than the east.
  • RIVERLAKE PROTECTION AND REGULATION
  • LIU Zhen, ZHAO Zhong-nan, ZHANG Yue, LI Yuan-yuan, ZHANG Hai-bin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 17-20. https://doi.org/10.11988/ckyyb.202107532022
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    Lakes are the major components of freshwater ecosystem. Building up a systematic and comprehensive picture of the evolution trend of lakes in China is of crucial significance for a dynamic understanding of the background account of lake resources and a scientific and orderly restoration of lakes. The distribution characteristics as well as the trends and causes of the evolution of major lakes in China over the past six decades were systematically examined based on fundamental surveys. Results revealed a remarkable change of major lakes in China in the past six decades. In the period between 1956-1979 and 1980-2000, the lakes shrank obviously, while between 1956-1979 and 1980-2000, such shrinking trend was gradually reversed. With year 2000 as the turning point, the lakes witnessed a tranform from large-scale shrinking of some lakes to small-scale shrinking of many small and medium-sized lakes; the increasing area of lakes gradually altered from the northeast region to the southwest and eastern regions. Sediment deposition and lake reclamation are main factors leading to lake shrinkage. The increase of natural inflow, the ecological replenishment and the restoration of ecological space are major reasons for the restoration of lake space after 2000.
  • WATER RESOURCES
  • ZHANG Wen-jie, NIE Wen-ting, LIU Ji-gen, XU Wen-sheng, HAN Su-jun, HUANG Jin-quan
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 21-28. https://doi.org/10.11988/ckyyb.202106682022
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    Located in China's south-north transitional climatic zone, the Huaihe River Basin is prone to flood and drought disasters because of complex and changing precipitation processes and atmospheric moisture sources.Based on the stable hydrogen and oxygen isotopic data from Global Network of Isotopes in Precipitation (GNIP), we investigated into the driving factors of temporal and spatial variations and their climatic implications.By analyzing the isotopic compositions (δ18O,δ2H, and deuterium surplus) and Local Meteoric Water Line (LMWL) in response to local temperature and precipitation, we expounded the atmospheric moisture sources in different seasons and air-mass moving processes in the basin.Results demonstrated that the isotopic composition of precipitation can be used to indicate south-north transitional climatic features.The spatio-temporal changes of isotopes and abnormally low slope and intercept of LMWL were mainly caused by different moisture sources and isotopic fractionations in the air-mass moving process rather than local precipitation environment.Deuterium tracing and HYSPLIT simulation results further proved that the sources and variations of atmospheric moisture over the Huaihe River Basin were controlled by monsoon activities, and the alternations between winter and summer monsoons led to V-shaped characteristics of deuterium surplus.
  • ZHU Zheng-ru, ZHAN Ya-qi, CAO Yong-qiang, JIANG Jun-chao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 29-34. https://doi.org/10.11988/ckyyb.202106902022
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    The spatial and temporal characteristics of the per capita water resources ecological footprint in Liaoning Province were investigated via water resources ecological footprint model in consideration of the water resources ecological carrying capacity and the ecological profit and loss index.The influencing factors of the water resources ecological footprint in Liaoning Province from 2010 to 2019 were also explored by using LMDI (Logarithmic Mean Divisia Index) model.Results reveal that:1) The per capita ecological footprint of water resources in Liaoning Province is stable in temporal scale but differed remarkably in spatial scale.Agricultural water use accounted for the largest proportion, followed by industrial water use, domestic water use and eco-environmental water in sequence.The cities of Dandong, Tieling, Anshan, Benxi, and Huludao were in ecological surplus while other administrative regions were in ecological deficit to different degrees, among which the city of Panjin suffered from the most severe ecological deficit and inferior ecological situation.2) Except from the city of Benxi which has the highest proportion of industrial water use, the whole of Liaoning Province and its administrative regions are dominated by agricultural water use, followed by industrial water use;the proportions of domestic water use and eco-environmental water use are relatively low but both have increased slightly.3) Factor decomposition suggest that economic factor is the leading factor contributing to the growth of water resources ecological footprint, while structural factor and population factor have slight influence on the change of the ecological footprint, and on the contrary, technical factor restrains the rapid growth of the ecological footprint of water resources in Liaoning Province.
  • HOU Yu-le, ZHAO Jing-bo
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 35-40. https://doi.org/10.11988/ckyyb.202106992022
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    The characteristics of climate change and evolution of drought and flood disasters in Maerkang City were examined through tests of climate tendency rate,abrupt change,signal-to-noise ratio,and cycle estimation based on the measured data of monthly temperature and precipitation from 1954 to 2019.The driving factors of drought and flood disasters were verified via ADF test and Granger causality analysis.The average annual temperature and annual precipitation showed a significant upward trend,and the climate tended to be warm and humid.The average annual precipitation increased at a rate of 16.29 mm/10a,obvious in summer and autumn while to the minimum in spring.Climate changed abruptly in 2001,after which the drought and flood disasters increased and the extreme flood events became more frequent.The years from 2015 to 2019 witnessed a large flood event.Both sunspot activity and ENSO(El Nin~o-Southern Oscillation) events are Granger causes of precipitation variation.The ENSO events and the drought and flood disasters have synchronous resonance period in 6.6 years.The ENSO event with a lag period of two years is one of the main causes of the changes in drought and flood disasters.ENSO events provide an important theoretical support for regional drought and flood warning on an annual scale.
  • WU Lei, LI Fen-hua, LI Chang-bin, WU Jian, LÜ Jia-nan, XIE Xu-hong, WEI Jian-mei, ZHOU Xuan
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 41-49. https://doi.org/10.11988/ckyyb.202108022022
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    Affected by climate change and human activities, mountainous discharge has undergone dramatic variability in inland river basins. Forecasting mountainous discharge and investigating its response to climate change are of great significance in both research and practice. The future runoff change and the supply-demand balance of water resources in Taolai River Basin were predicted and analyzed by optimizing 14 of the GCMs (Global Climate Models) outputs under three RCP scenarios to determine future air temperature and precipitation using the Delta downscaling and weight-based integration methods. The calibrated climate-ecological driving module is suitable for the mountainous discharge simulation in Taolai River Basin. Negative impacts of air temperature and positive impacts of precipitation and NDVI are also found. GCMs outputs indicate an overall increase of mountainous air temperature and precipitation, of which the former is mainly found in valleys while the latter more remarkable near the drainage divide. Mountainous discharge in the studied basin displays an overall increasing trend, and the variation amplitude in different sub-areas follow the sequence of OL06, OL04, OL05, OL01, OL03 and OL02 from small to large. Despite the increase of mountainous discharge, water shortage still exists during normal and dry hydro-years under the three RCP scenarios.
  • PANG Shu-sen, XIE Zhi-gang , XU Tao, HU Xiang, LÜ Xiang-xi
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 50-54. https://doi.org/10.11988/ckyyb.202107812022
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    Climate change and human activities have led to changes in the water resources of the Yangtze River Basin in both annual and monthly scales. By using different trend analysis and abrupt change analysis methods, the water inflow trend at the Three Gorges dam site was examined based on inflow data from 1890 to 2020. The changes of water inflow in annual average scale, in water level drawdown period, in flood season, and in impoundment period at the Three Gorges dam site before and after the construction of the Xiluodu, Xiangjiaba, and Three Gorges Reservoir projects were also scrutinized. Results revealed that the inflow at the Three Gorges dam site showed a significant decreasing trend in annual average, in flood season, and in impoundment period, but an insignificant decreasing trend in the water level drawdown period. The inflow trend changed abruptly around 1960. The Xiluodu-Xiangjiaba Reservoir’s water supply downstream during dry season led to an increase in the inflow of the Three Gorges dam site, implying that giant reservoirs have a great impact on the temporal and spatial distribution of water resources in the upper reaches of the Yangtze River and the Jinsha River.
  • SOIL AND WATER CONSERVATION AND ECOLOGICAL RESTORATION
  • TONG Xiao-xia, WANG Jia-le, PU Jian, ZHANG Wen-jie, HUANG Jin-quan, XU Wen-sheng, WANG Zhi-gang
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 55-60. https://doi.org/10.11988/ckyyb.202109902022
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    The relationship between vegetation cover and surface water quality could serve as a technical basis for effective prevention and control of non-point source pollution and improvement of surface water quality. The response of surface water quality to vegetation cover in the city of Shenzhen was investigated indepth by evaluating the surface water quality with the Nemerow’s Pollution Index (NPI) and establishing the relations between surface water quality and vegetation cover and its spatial distribution pattern based on measured surface water quality data and remote sensing image data. Results demonstrate that surface water quality responses notably to vegetation coverage. The NPI, total nitrogen (TN) and total phosphorus (TP) concentrations reduced with the increase of vegetation coverage in the upstream catchment of the study area. Such reduction presented an overall trend from rapid to slow: when vegetation coverage was below 30%, the reduction was rapid, and when vegetation coverage was over 30%, the reduction was slow. The vegetation coverage of 30% can be regarded as a critical point for surface water purification, i.e., when the vegetation coverage reaches 30%, surface water quality will be significantly improved. In addtion, the spatial distribution pattern of land use also has an impact on water quality. When vegetation is distributed in the downstream of catchment area, especially in the waterfront area, the purification effect on surface water would be more significant. According to the research results, we suggested that in urban spatial planning and soil erosion prevention and control of production and construction projects, the green land rate and vegetation coverage should be set at about 30%, and priority should be given to the downstream of the catchment area, especially the area near rivers and reservoirs.
  • NIE Yan, HE Xin-ying, TAN Ying, JIANG Jun-xin, LIU Xin-hua
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 61-67. https://doi.org/10.11988/ckyyb.202108162022
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    The spatio-temporal variation trend of natural vegetation in arid and semi-arid region,the Aksu River basin in Xinjiang Autonomous Region of China as a case study in this paper, and its response to ecological water transport are examined according the GF remote sensing images and monitoring data.Results unveiled that the vegetation ecological system kept stable with the natural vegetation area expanding gradually from 2015 to 2020, in particular, the area of Populus Euphratica forest and shrubs increasing by 237.65 km2 and 784.36 km2, respectively. The results of annual transfer matrix also showed that the area of stable Populus Euphratica forest and shrubs widened gradually. From 2015 to 2020, the annual NDVI values of four key areas of natural vegetation showed an apparent upward trend. Especially, the NDVI values of Eichmann Lake Wetland and the fringe of the First Division of Xinjiang Production and Construction Corps climbed by 0.12-0.15, indicating an initial effect of ecological water transport. According to seasonal variation of natural vegetation area and NDVI, the response time of natural vegetation to ecological water transport is about one month;however,the response time varies in annual,seasonal and spatial scales depending on the vegetation types. The Populus Euphratica forest responses notably and the quickest to ecological water transport. The research findings are of guiding significance for the restoration of surrounding vegetation,regional water resource allocation,and ecological water demand dispatching in the Aksu River irrigation area.
  • WATERRELATED DISASTERS
  • ZHANG Hong, MA Tao, SONG Liang-jun, WANG Wei-dong
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 68-72. https://doi.org/10.11988/ckyyb.202112622022
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    Xiaohong River and the reservoir group in its upper and middle reaches together with the Yangzhuang flood detention area of Xiping County, and the Laowangpo flood detention area of Xiping County are important components of the flood control system of Huaihe River. The joint application of Xiaohong River flood control project has undertaken the key flood control tasks in the flood control work of southern Henan Province. Since 2008, the flood discharge capacity has enhanced remarkably with its urban water system treatment project. In this paper, the flood occurred in the Xiaohong River Basin on July 21-23, 2020 induced by heavy rain and rainstorm was analyzed from the aspects of rainfall, flood process, flood magnitude, flood propagation time and project flood control operation. Results suggest that the operation of upstream reservoir has an apparent influence on the flood of July 22. Guili Station witnessed anomaly in the relationship between measured maximum water level and maximum discharge and the guaranteed water level and discharge. The principle of full detention of flood is suggested to adjust the characteristic water level of Guili Station for flood control. The research finding offers a basis for precise flood management in the Xiaohong River basin.
  • HU Xing-tao, YANG Guang-bin, SHI Xiu-xiong, CUI Han-wen, LI Man
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 73-81. https://doi.org/10.11988/ckyyb.202107132022
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    There are no debates on whether floods and epidemics as disasters pose a threat to human life and health.In this study we constructed a time sequence from the Pre Qin Dynasty to the Qing Dynasty (887 BC to 1911 AD) to explore the spatial-temporal distribution characteristics of floods and epidemics in the Yangtze River basin via spatial autocorrelation,hot spot analysis,and spatial statistical approaches.The results indicated that: (1) There are at least 789 flood years and 201 epidemic years in the total 2798 years from Pre Qin Dynasty to late Qing Dynasty in the Yangtze River basin.The number of disaster years shows an fluctuating upward trend,and in particular,the number of disaster years between the Yuan Dynasty and late Qing Dynasty is twice as many as that in the period from the Pre Qin Dynasty to the Yuan Dynasty.Both periods witnessed the same fluctuation trend in decadal and centurial scales,and in the same period,the frequency of flood is higher than epidemic.(2) High-incidence seasons of flood were mainly concentrated in summer and autumn,while low-incidence seasons are linked to winter and spring.Nevertheless,the high-incidence seasons of epidemics mainly coincided with spring and summer,whereas low-incidence seasons of epidemics with autumn and winter.(3) Floods in historical periods were large-scale disasters and epidemics were mainly microscale.The incomplete mechanism of disaster-relief work mainly triggered the continuation of disaster losses.(4) The disaster-affected cities interacted with each other deeply,and presented similar spatial variation trends in a time sequence.Moreover,the significant area of hot spot of floods overlaps to a large extent with that of epidemics in the same period.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • HE Si-ping, SU Huai-zhi, YAO Ke-fu
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 82-88. https://doi.org/10.11988/ckyyb.202204182022
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    Present dam safety monitoring has shortcomings of weak continuous spatio-temporal monitoring ability and small feed-control range of single measuring point. In view of this, a dam performance evaluation RFM (Recency Frequency Magnitude) model with weakened subjective interference is developed on the basis of fully mining the dam’s prototype monitoring data. First, the concept of “middle type” and “bottom type” monitoring sequence is proposed based on the strong periodicity of dam behavior. Second, K-means clustering algorithm is introduced to classify monitoring sequence adaptively. Finally, the safety evaluation system of dam behavior is established on the basis of defining the project health status represented by various categories in line with the RFM index scoring system. The application of RFM model is illustrated with the horizontal displacement monitoring data of a dam as an example. The project example demonstrate that the evaluation of this model is reasonable and objectively reflects the service state of the dam, and also effectively reduces experiential activities in the evaluation process.
  • HYDRAULICS
  • YAN Jin-bo, JI Dao-bin, YANG Zhong-yong, TAO Ye, HE Yu-fang, CUI Yu-jie
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 89-93. https://doi.org/10.11988/ckyyb.202205102022
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    The gravity wave driven by the daily operation of Three Gorges Reservoir (TGR) has a significant influence on the dynamic process of its tributaries. In particular, the high-frequency water fluctuation remarkably affects the vertical transport or diffusion of materials and energy, and further on the algal blooming process. The influence of high-frequency oscillation in tributary bay driven by TGR’s daily operation on water temperature structure was examined based on the monitoring data of hydrodynamics and vertical structure of water temperature in Xiangxi Bay of TGR at the end of 2021 impoundment period. Results demonstrated that the daily fluctuation of outflow of the TGR also gave rise to daily fluctuation and high frequency fluctuation of the water level of its tributaries. The amplitude of daily fluctuation of water level was about 0.3-0.5 m, and the high frequency fluctuation reached around 0.04 m. The high-frequency fluctuation in the bottom of the bay was more obvious than that in the mid-and-upper layer due to the water depth reduction from the estuary to the upper reaches. Power spectrum analysis of near-bottom water temperature fluctuation in tributaries showed that the turbulent dissipation rate of Xiangxi Bay (6.5×10-7 W/kg) is significantly higher than that of other reservoirs, indicating that the high frequency fluctuation of water driven by reservoir operation leads to strong turbulent development and dissipation.
  • ROCKSOIL ENGINEERING
  • YANG Li-yun, WANG Zhi-bin, ZHANG Peng, QIAN Gui-an, ZHANG Dong-bin, LIN Chang-yu
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 94-101. https://doi.org/10.11988/ckyyb.202107902022
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    In view of the size effect in the process of rock tensile strength testing, we designed three groups of grey sandstone split tests with different diameters (50 mm, 75 mm and 100 mm) and a group of three-point bending tests. Based on the theory of cumulative failure probability of generalized weakest chain, we investigated into the mutual conversion of the measured tensile strength of grey sandstone splitting tensile strength under geometrically similar and non-geometrically similar conditions. Results show that: 1) When the diameter of disc sample increased from 50 mm to 100 mm, the corresponding average value of split tensile strength gradually decreased in a steep first and then gentle trend. The average tensile strength measured by the three-point bending method is about 1.18-1.4 times of the average split tensile strength. 2) The statistical model of grey sandstone established by the size-effect statistical method can obtain the splitting tensile strength of grey sandstone of different sizes under the premise of a given failure probability. Furthermore, we calculated the equivalent strength coefficient under split loading mode by the approximate integration method, and obtained the calculation formula of equivalent strength coefficient. In association with the calculation method of equivalent strength coefficient under the three-point bending loading mode, the conversion of tensile strength measured by Brazilian splitting and three-point bending loading is realized.
  • WEI Mi, LI Xue-qin, YU Cheng-xi
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 102-106. https://doi.org/10.11988/ckyyb.202106912022
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    Dynamic triaxial tests under different deviatoric stresses and confining pressures were carried out to investigate the variations of dynamic resilient modulus of subgrade clay of varied initial moisture content and compaction degree under different freeze-thaw cycles.Results demonstrate that the dynamic resilient modulus of subgrade clay declines with the rising of initial moisture content and deviator stress,but is positively correlated with the degree of compaction and confining pressure.In the mean time,dynamic resilient modulus attenuates under freeze-thaw action,but remains stable after five freeze-thaw cycles.Furthermore,an effective regression model for predicting the dynamic resilient modulus of subgrade clay was established in consideration of the influence of freeze-thaw cycles,physical state and stress conditions.
  • ZANG Yu-ying, TIAN Chun, ZHAO Yan-bing
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 107-112. https://doi.org/10.11988/ckyyb.202107872022
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    An interactive finite element model for analyzing the unsteady seepage flow of earth dam is established by secondary development of ABAQUS user subroutines in Fortran and Python language. The non-linear dynamic loads on the surface of dam body and dam foundation can be applied in the model by programming user subroutines using the Fortran language. Meanwhile, the water level drawdown is realized by interactively processing the water level drawdown parameters by visualizing the subroutine using the Python language. The seepage field and stress field during water level drawdown of homogeneous earth dam can be calculated by the model based on the principle of fluid-structure interaction and strength reduction method. The validity of the model is verified by comparing the largest elevation of phreatic line and the transient safety factor of the dam with previous studies, and also by case study on the Shilihe reservoir project. The research finding serves as a method for calculating the seepage characteristics and stability of dams in the presence of reservoir water level drawdown, and provides a reference for risk analysis and emergency management of small and medium-sized earth and rock dams under extreme working conditions.
  • WANG Zhong-hao, LI Jia-long, GUO Xi-feng, WANG Shuai
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 113-118. https://doi.org/10.11988/ckyyb.202107972022
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    The aim of this study is to determine the deformation modulus under two circumstances: the distance from the edge of bearing plate to the sidewall of test tunnel and the distance from the center of bearing plate to the fulcrum of measuring support cannot meet the requirements of specification for rigid bearing plate test. The influence regularity of the two circumstances on test results was investigated first by using FLAC3D numerical simulation, and the learning samples of the relationship between deformation modulus and displacement were obtained. On this basis, an inverse analysis method for obtaining deformation modulus under non-standard conditions was developed based on the learning and prediction ability of PSO-LSSVM model. The inversion analysis method was applied to an engineering example. Results suggest that the distance from the edge of bearing plate to the sidewall of test tunnel and the distance from the center of bearing plate to the fulcrum of measuring support would both lead to deformation error, and the errors under the two circumstances would decrease at different rates with the increase of the distance. The deformation modulus of rock mass determined by the optimization inversion is GPa, with an average value of 2.30 GPa and a corresponding deformation error of 0.1%. The result is accurate and reasonable, and the proposed method provides a new idea for calculating deformation results of bearing plate test under special conditions.
  • XU Xian-tao, YANG Xun, XU Jiu-yan, CHEN Ji-bin, ZHAO Qi-hua
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 119-125. https://doi.org/10.11988/ckyyb.202106702022
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    A plenty of electric transmission lines in the southwest of China cross mountain areas,with their pile foundations located in gravelly soil slope terrain grounds. The m value of horizontal-loaded piles in such foundations is still a challenge in civil engineering. Model tests of horizontal-loaded piles on slopes of four different gradients were conducted to examine the variation of pile displacement with horizontal load and the change of horizontal resistance of pile-side soil along depth direction. The corresponding relationship between the m-value and soil surface displacement can be descried into power function,and the main parameters in the function are in relation to the rate of subgrade reaction of soil in sloping area and level ground. To verify the validity of the proposed equation,an in-situ lateral loading test was performed. The research finding effectively improves the accuracy of calculating horizontal resistance of laterally loaded pile on gravelly soil slope.
  • YAN Zhen-hu, WANG Kai, TANG Kun, LIANG Bin, LI Wen-jie
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 126-134. https://doi.org/10.11988/ckyyb.202107342022
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    The aim of this research is to obtain the stability and explore the reinforcement scheme for the middle rock column of the Baizhushan No.1 Tunnel with small clear spacing in Deyang,Sichuan.On the basis of Protodyakonov's equilibrium arch theory,the formula of the pressure of surrounding rock overlying the middle rock column is proposed,and factors affecting the surrounding rock pressure on the tunnel are analyzed.Furthermore,the displacement of surrounding rock,the distribution of plastic zone,and the vertical stress distribution of the middle rock column with varied spacing are examined by establishing a 3D finite element model using MIDAS GTS NX.The reasonable clear distance is determined.In addition,the middle rock column is partitioned for grouting reinforcement of different combinations to study the control effect of different reinforcement schemes on surrounding rock deformation.Results demonstrate that the formation of equilibrium arch and the pressure of overlying surrounding rock are directly affected by the excavation method of tunnel,the reinforcement method of the middle rock column,and the clear distance of tunnel.The designed clear distance 13.94 m at the entrance of Baizhushan No.1 tunnel is reasonable.Small pipe grouting reinforcement for the middle rock column and the rock tray has greatly enhanced the integrity and stability of the middle rock column and restrained the deformation of surrounding rock.
  • XIANG Rong-hua, WANG Sheng-teng, ZHANG Shuai, WANG Xiao-feng, HU Wei
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 135-140. https://doi.org/10.11988/ckyyb.202107522022
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    Most balanced rocks are in limit equilibrium or basically stable state in natural conditions, but are prone to lose stability under external disturbance. The aim of this research is to protect the famous landscape balanced rocks in Jinyun Pumped Storage Power Station project area under blasting load. The fine three-dimensional numerical model of the balanced rocks was established based on unmanned air vehicle (UAV) photography and handheld camera photography. The geometric information and contact state of the balance rocks were obtained by using the numerical model, and the safety factors under sliding instability and toppling instability were acquired by analyzing the static equilibrium state and static stability. Moreover, the Discontinuous Deformation Analysis (DDA) method was employed to analyze the dynamic load stability of the balanced rocks under limit equilibrium state. The large stiffness method was adopted to input the velocity time history at the bottom of the model to simulate the measured vibration curve of the balanced stone base. By amplifying the input load, the allowable value of the horizontal vibration velocity of the base at instability state was obtained. In line with blasting safety standard, the allowable blasting vibration safety standard of balanced stone base is proposed to be within 0.20-0.40 cm/s.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • NAN Xue-li, CHEN Hao, JI Jian-rui, WANG Yi, CHEN Guang-zhao, LI Mei, TANG Wei-bin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 141-148. https://doi.org/10.11988/ckyyb.202107622022
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    The aim of this study is to explore the feasibility of replacing industrial steel fiber (SF) with recycled steel fiber (RSF) in ultra-high performance concrete (UHPC). With SF as a comparison ,the effect of RSF on workability of freshly mixed ultra-high performance concrete was analyzed by means of fluidity test, rheological test and steel fiber dispersion test. The effect of RSF on mechanical properties of hardened ultra-high performance concrete was also studied by means of flexural and compressive test. Statistical analysis results indicated no significant difference of fluidity between freshly mixed RSFUHPC and SFUHPC. The yield stress and plastic viscosity of RSFUHPC were greater than those of SFUHPC, which can be attributed to the uneven aspect ratio of RSF. However, the shear thickening degree of RSFUHPC was significantly lower than that of SFUHPC, and the dispersion of RSF in freshly mixed and hardened UHPC was significantly greater than that of SF. Using the same mixed amount of RSF as that of SF, a P-value larger than 0.05 was obtained, indicating that, compared with SF, RSF had no significant effect on the load-displacement curve, flexural strength, or compressive strength of UHPC. Therefore, the addtion of RSF would ensure good dispersion in UHPC and excellent mechanical properties of UHPC, and would also reduce the construction difficulty associated with artificial vibrations in actual engineering structures and improve the construction quality.
  • ZHANG Yan, CHEN Yun, HU Zhi-gang, CHEN Xue-song, ZHAI Hong-tao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 149-153. https://doi.org/10.11988/ckyyb.202203882022
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    The anti-scour and wear-resistant concrete in the flood discharge system project of Shuangjiangkou Hydropower Station is of inferior construction performance and high consistency, and is difficult to exhaust air. On the basis of mix proportion design and test of C9050 anti-scour and wear-resistant concrete in the flood discharge system, the influence of stone powder content in artificial sand on the performance of anti-scour and wear-resistant concrete in the raw material system of Shuangjiangkou Hydropower Station is investigated. The effects of stone powder content (8%, 10%, 12% and 14%) in artificial sand on the slump and air content of anti-scour and wear-resistant concrete mixture were examined, and the impacts of different stone powder content on the compressive strength, splitting tensile strength, axial tensile strength and ultimate tensile value of concrete were scrutinized. Results show that when the content of stone powder is about 10%, the anti-scour and wear-resistant concrete has an optimum comprehensive performance. In consideration of all factors, the content of stone powder is recommended to be controlled in the range of 11%-13%. The research finding lays a foundation for the mix proportion design and test of anti-scour and wear-resistant concrete, and also provides technical guidance for the production of artificial sand in Shuangjiangkou Hydropower Station.
  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES
  • HE Xiao-ming, ZHOU Yong-jie, LIU Run, GAN Fang-ji
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 154-156. https://doi.org/10.11988/ckyyb.202106512022
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    Field signature method (FSM) is a non-destructive testing technology widely used in metal pipeline defect detection. It can detect corrosion defects with high accuracy;but its detection capability for crack defects with higher risk coefficient is insufficient. In this paper,a multi-direction field signature method (MDFSM) is proposed. By applying multi-direction excitation to the tested pipeline,crack defects at more angles can be effectively detected,and the strongest set of signals is selected to solve the crack depth. Simulation and experiments show that the proposed MDFSM significantly improves the accuracy of detecting crack depth.
  • ZHANG Lan-lan, BAO Teng-fei, WANG Yi-bing, LI Jian-ming
    Journal of Changjiang River Scientific Research Institute. 2022, 39(11): 157-162. https://doi.org/10.11988/ckyyb.202202302022
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    Brillouin optical time domain analysis (BOTDA) has unique advantages in measuring precision and spatial resolution due to stimulated amplification of Brillouin scattering. When BOTDA-based distributed fiber optic sensors are applied to strain monitoring of structures, the Brillouin frequency shift is sensitive to both strain and temperature. To eliminate the influence of temperature on strain, a temperature compensation method based on BOTDA is herein proposed. The temperature-compensated structural strain can be obtained from the strain recorded from the integrated cable including optical fibers of both temperature sensing and strain sensing without involving the temperature. The installation and data processing are convenient to be conducted with favorable information synchronizing and environmental suitability as well as low cost. The proposed method has significant advantages in comparison with existing temperature compensation methods and is validated by indoor water bath tests and field tests for a drainage pumping station during construction.