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01 October 2018, Volume 35 Issue 10
    

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    SPECIAL CONTRIBUTION
  • ZHOU Jian-zhong, PENG Tian
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 1-9. https://doi.org/10.11988/ckyyb.20180619
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    In view of the strong nonlinearity and non-stationarity of monthly runoff in the upper reaches of Yangtze River, a hybrid model integrating the chaos theory and an ensemble AdaBoost.RT extreme learning machine is proposed for monthly runoff analysis and prediction. Firstly, the chaotic characteristics of monthly runoff in watershed were researched and revealed based on parameter identification of the runoff system. The optimal delay time and embedding dimension of the monthly runoff time series are deduced. Secondly, with the time series of the reconstructed phase space matrix as input variables, an improved AdaBoost. RT algorithm based on self-adaptive dynamic threshold was incorporated to improve the performance of extreme learning machine. Finally, the optimal chaotic ensemble learning model for monthly runoff prediction was obtained. Results showed that the proposed model could evidently improve the generalization and stability of single extreme learning machine model, and thus achieve better prediction performance.

  • RIVERLAKE SEDIMENTATION AND REGULATION
  • LIU Si-hai, SHI Ke-bin, ZHANG Hong-ke, XING Kun
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 10-14. https://doi.org/10.11988/ckyyb.20170355
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    In order to enhance the desilting efficiency by density flow in reservoir, we conducted systematic research on the formation, running, and application of density flow for the desilting of Kizil Reservoir in Xinjiang, and gave the quantified ranges of physical indicators of density flow. Furthermore, we proposed engineering measures such as combining dyke and canal, and controlling reservoir water level to create conditions for density flow. Practice proved that the proposed measures are of remarkable desilting effect. This research offers theoretical basis and practical experience for the desilting of reservoir by density flow.
  • WATER RESOURCES AND ENVIRONMENT
  • CHUO Ming-ying, MA Jun, YANG Zheng-jian, XING Ling-hang, LIU De-fu
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 15-20. https://doi.org/10.11988/ckyyb.20170509
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    The research progress and application prospects of curtain weirs were expounded in this study by analyzing the related research in China and abroad. The algae control mechanism of curtain weirs was explored in the light of hydrodynamics, water temperature stratification, density currents and some other theories. Curtain weirs change the processes of energy exchange, water mixing and stratification using the hydrodynamic principle, and then change the light, water temperature, nutrients, and other main habitat factors that affect the growth and succession of algae, and finally control algal blooms. Before the installation of curtain weirs, the reservoir area is often divided into three segments, namely, the upstream, the midstream, and the downstream. In view of the flow characteristics of different segments, the application scope and types of curtain weirs should be considered before installation in order to achieve a better result. The present study could provide a reference for reservoir water environment protection.

  • WANG Tian-hua
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 21-24. https://doi.org/10.11988/ckyyb.20170347
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    Due to complex topography and high elevation drop, rainfall stations in southwest China are unevenly distributed. Since precipitation data of these stations are not well representative, rainfall forecast in the southwest region isn’t accurate enough, resulting in huge losses of lives and property every year. The purpose of this paper is to explore the general idea of precipitation interpolation method for mountainous area, and to enhance forecast precision. Lijiang is a typical mountainous city in southwest China with a maximum altitude drop of 4 516 m. According to monthly rainfall data of four decades at 40 rainfall stations in Lijiang, we investigated the optimum interpolation method among inverse distance weight method (IDW), ordinary Kriging method, spline function method, and trend surface method. The analysis result of interpolation errors of six checkout stations shows that IDW is the optimum method for the study region, with the relative error stabilizing at 7.8% when power exponent exceeds 8; Kriging method could also achieve smooth interpolation; spline function method is the most inferior. The research results could offer reference for rainfall forecast in mountainous areas of southeast China.
  • XU Ying-li
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 25-29. https://doi.org/10.11988/ckyyb.20170256
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    Analyzing the characteristics of precipitation in Hangzhou, an important city in the Yangtze River Delta, is of vital scientific and practical significance. According to daily precipitation data of Hangzhou Station from 1951 to 2014, the characteristics of precipitation variation was investigated by using M-K test, linear trend analysis and hydrological statistical method. Results revealed that: (1) The change trend of annual precipitation in Hangzhou in the past 64 years was insignificant; but the number of days of precipitation has been decreasing, indicating an increasing trend of single precipitation intensity. (2) In winter and summer, precipitation has been increasing, yet the number of precipitation days has decreased or remained unchanged; while in spring and autumn, precipitation and number of precipitation days both declined significantly. Flooding in summer and drought in autumn has exacerbated. (3) Precipitation was unevenly distributed in one year and mainly concentrated in March-September, accounting for 75% of yearly precipitation; the number of precipitation days in March-September accounted for about 65% of the annual precipitation days. (4) Maximum daily precipitation mainly concentrated in June; daily precipitation reached the maximum in June for 15 times over 64 years, accounting for 23.4%. The results offer scientific reference for forecasting short-term and mid-term precipitation trend, water resources development and utilization, and disaster prevention and reduction.
  • XU Bin, CHEN Guang-cai
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 30-35. https://doi.org/10.11988/ckyyb.20170189
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    River-connected lakes in the midstream and downstream of Changjiang River have functions of flood storage and water resources conservation. With the Three Gorges Project as node, current research on river-connected lakes in the midstream and downstream of Changjiang River is in lack of supportive analysis. Research on the annual evolution of backward flow in river-connected lakes under changing environment is insufficient as well. In view of this, the backward flow measured at Hukou Station, Poyang Lake was divided into the series before alteration point and the series after alteration point to study the inner-annual allocation of backward flow. Hydrological Alteration Diagnose System was adopted to analyze the water level series of Hukou Station to uncover the alteration point. Results show that despite increased monthly mean backward flow rate after alteration point, the duration and backflow flow volume both decreased, and the extreme value of backward flow declined dramatically, which was conducive to the safety of flood control of Poyang Lake. The monthly mean backward flow rate, duration, and extreme value of backward flow rate in non-flood season were greatly smaller than those before the alteration point, posing large impact on the water level of Poyang Lake in dry season. The results offer reference for analyzing the water regime of river-connected lakes in changing environment.
  • LUO Ting, XUE Hui-feng, ZHANG Feng
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 36-42. https://doi.org/10.11988/ckyyb.20170249
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    Establishing monitoring mechanism for water resources carrying capacity is a crucial approach of ensuring regional water security. Since water resources carrying capacity is affected by many complex factors, we built a multiplexed system simulation model based on system dynamics involving economy subsystem, water resources subsystem, water environment subsystem, and society subsystem for Guangdong Province as a case study. On the basis of consistency check, we analyzed the trends of water resources under five scenarios: zero parameter scenario, water-saving scenario, optimized industrial structure scenario, environmental protection scenario, and comprehensive scenario. Results suggest that under zero parameter scenario, water resources carrying capacity was relatively stable; while under water-saving scenario, optimized industrial structure scenario, and environmental protection scenario, the regional economy, water consumption, available water resources and ecological environment was improved in a partial scale; only in comprehensive scenario, all the evaluation indices of water resources carrying capacity can be coordinately optimized. The research provides support for the decision-making in the construction of water-saving society.
  • WU Ai-huan, YANG Ting-ting, LÜ Mou, MENG Fan-jing
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 43-47. https://doi.org/10.11988/ckyyb.20170475
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    As a non-point source pollution, initial rainwater has seriously affected the current situation of urban water environment. In this paper we analyzed different types of control measures for initial rainwater runoff pollution, and compared functions of pollutant accumulation, washout, and simulation software. Furthermore, we simulated rainfall in the study area by Digital Water with three scenarios: non-developed scenario, LID (Low Impact Development) scenario, and end storage tank scenario. We found that source control and end control in combination had satisfactory result and each played significant role in initial runoff reduction and pollutant concentration reduction in different time and space scales with different contribution rates. LID measures cut pollutant concentration and peak flow through interception in the early stage, and weakened later on; while storage tank reduced peak discharge and pollutant concentration in the later stage of rainfall. Nevertheless, the application and research on process control of initial rainwater, namely, the interception of initial rainwater, is inadequate, hence would be the direction of future research and practice.
  • CHEN Qiu-yan, ZHANG Feng-qiu, WU Qiang-jianzhong, LUO Pei
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 48-52. https://doi.org/10.11988/ckyyb.20170385
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    Water resources are seriously lacking in the low mountainous area of Northeast Sichuan where mesa(table mountain) is a topographic character. With the mesa in Qiankouling, Dazhou, Sichuan Province as the research object, we expounded the causes of water shortage from aspects of geology,geomorphology,climate,land use,and water conservancy, and further discussed the measures of water conservation and evaluated the comprehensive benefits of the measures. Results show that mesas in the study area are prone to suffer from water shortage due to the strata of Qiankouling mainly composed of thick or mega-thick sandstone, the tectonic fissures and weathering fissures, as well as the geomorphic characteristics of “flat top, steep slope, and gentle foothills”. Controlled by the subtropical monsoon and the subtropical high, the spatial and temporal distribution of precipitation is uneven, easily leading to summer drought and spring drought. Moreover, the land use, farming system and historical reasons of water conservancy facilities make the crops insufficiently irrigated. Three small-scale water conservancy engineering measures suitable for the Ω-shaped trough valley, the saddle (narrow pass between two trough valleys), and the gentle terrain in mesa region are put forward to provide reference for solving the problem of water shortage in similar areas.
  • CAI Shen-wen, GAO Zhi-xi, YAN Xiong, LIU Bin, ZHAO Jun
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 53-57. https://doi.org/10.11988/ckyyb.20170334
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    Heavy metal pollution in river has received increasing attention around the world with the development of industry and agriculture. In the present paper, papers on heavy metal pollution in rivers indexed by the Web of Science from 1979 to 2016 are analyzed. Results indicate that the number of articles on heavy metal pollution in river is increasing rapidly. Articles in Spain, United States of America, and France are of strong comprehensive impact. Although the number of articles and total citations of Chinese articles are the highest all over the world, the average citation per article is lower. Grande, an author from University of Huelva in Spain is very competent in research on this field. Environmental Pollution is the most important journal in the research field of heavy metal pollution in river. Sediment in river is the hottest topic. Mercury, cadmium, lead, arsenic, zinc, and copper are the major heavy metal pollutants in river. The assessment of heavy metal pollution based on biological monitoring has also become a focus recently.
  • FLOOD PREVENTION AND DISASTER REDUCTION
  • HAO Wei, FAN Heng-hui, ZHANG Zheng-qi
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 58-63. https://doi.org/10.11988/ckyyb.20170429
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    Involving water conservancy and traffic engineering, levee road plays a dual role of flood control and transportation. In the light of levee roads built in recent years, the development stages and construction features of levee road in China are summarized: road type is depended on location; construction standard continues to improve; road function expands gradually, and designs are more flexible. Furthermore, the technical advances of levee road in China are expatiated in the following nine aspects: the form of combination between levee and road, design speed, function classification and grading system, cross section form, stability measures for embankment widening, filling materials and compaction standard, foundation treatment, pavement crack prevention, and management and maintenance mechanism. Finally, three issues which need further research are pointed out: key index system for design, seepage stability of road widening, and management method.
  • LI Zeng-yong, SHI Wen-yu
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 64-69. https://doi.org/10.11988/ckyyb.20180242
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    Rainstorm intensity formula is an important basis for calculating the rainstorm in urban flood control and drainage or waterlogging system. Selecting an appropriate formula directly affects the scale and efficiency of urban flood control and drainage system. In this paper we compared the rainstorm intensity formulae of water conservancy industry and municipal industry in China, and investigated the influence of the two formulae on calculation result by parameter optimization in accordance with criterion. Results indicate that (1) The SCE-UA algorithm can effectively solve the problem of the complex nonlinear rainstorm intensity formula. (2) The fitting effect of the rainstorm intensity formula of municipal industry is better than that of water conservancy industry. The research result would be of great significance for an improved drainage and waterlogging system and reducing rain flood disaster.
  • HU Hua, XIE Jin-hua
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 70-76. https://doi.org/10.11988/ckyyb.20170410
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    With tribology and grey system as theoretic basis, a GM(1,1) model of landslide time prediction based on velocity parameter is established, and the landslide time forecast formula is deduced. Huangci landslide and Xintan landslide are taken as case study. The prediction result is compared with those obtained by traditional GM(1,1) model based on displacement parameter and Verhulst model. Results conclude that compared with the GM(1,1) model based on displacement parameter, the GM(1,1) model based on velocity parameter could predict landslide in advance, with the time closer to the factual landslide occurrence time; compared with traditional Verhulst model based on displacement parameter, the GM(1,1) model based on velocity parameters could reflect the change trend of landslide more accurately in addition to prediction in advance. Therefore, the GM(1,1) model based on velocity parameter is recommended for landslide time prediction.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • WANG Xue-ni, HAN Guo-feng
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 77-81. https://doi.org/10.11988/ckyyb.20170440
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    In an attempt to comprehensively research the deformation prediction and stability of foundation pit, the series model, parallel model and parallel-serial coupled prediction model of foundation pit deformation are established on the basis of limit learning machine (ELM neural network) and grey model. Furthermore, the cusp catastrophe theory and Mann-Kendall test are employed to predict the stability and deformation trend of foundation pit to verify the correctness of prediction results. Case study show that the series model, parallel model and parallel-serial coupled model could all enhance prediction accuracy, among which the parallel-serial coupled model is of the highest stability, followed by parallel model and then serial model. In addition, the prediction results are in consistency with those by cusp catastrophe theory and Mann-Kendall test, indicating the effectiveness and feasibility of the present prediction method.
  • YANG Tao, TANG Chuan, ZHU Jin-yong, LIU Xin-lei, XU Hui-liang, YANG Cheng-zhang
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 82-87. https://doi.org/10.11988/ckyyb.20170411
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    The massive debris flows of the Minjiang River small watershed triggered by persistent rainstorm blocked Minjiang River, destroyed road and affected residents, causing enormous economic loss and casualties on July 10, 2013 in Miansi town, Wenchuan county. In this paper, the risks of debris flows in eight main debris flow gullies were assessed via fuzzy comprehensive evaluation based on field investigation, remote sensed imagery interpretation and terrain data processing. Wayao gully,Xindian gully and Sucun gully are of low risk;Anjia gully, Caopomozi gully and Huaxi gully are of medium risk, Daxi gully and Cutou gully are of high risk. Furthermore, Cutou gully which is of high risk was simulated under the actual rainfall frequency using FLO-2D. The outbreak scale of debris flow and the risk characteristics of deposition fan were obtained. Finally, the simulation results were verified, and hazard zoning map was made through the risk assessment. According to statistical calculation, the area of high risk zone accounted for 61% of the deposition fan area of Cutou gully, medium risk zone 19%, and low risk zone 20%. The risk assessment in the present paper offers a reliable reference for debris flow hazard assessment, disaster forecasting, engineering treatment and hazard zone partition in the study area.
  • LI Jia-tian, SU Huai-zhi
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 88-91. https://doi.org/10.11988/ckyyb.20170417
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    In view of the incompatibility and relevance among indexes of safety evaluation for sluice project, four-tuple connection number is incorporated into matter-element model to comprehensively evaluate sluice safety. The basic principle and modeling method are expounded. A method for calculating the connection number of single index based on linear interpolation principle is proposed. Using the evaluation model, the safety status of a sluice structure is depicted comprehensively from three aspects including similarity, difference and inverse. The safety level is appraised and the development trend of the sluice project is evaluated based on the connection trend theory. On this basis, guiding suggestions are put forward for the operation, maintenance and management of the sluice. Computational example manifests that the evaluation model is simpler and more reliable than traditional matter-element analysis method.
  • HYDRAULICS
  • LI An-bin, LIU Xiao-ping, YE Yu-kang, ZHANG Yu, XU Da-bin
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 92-97. https://doi.org/10.11988/ckyyb.20170485
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    The hydrodynamic interaction between ship and bridge pier varies with the speed of navigation, which result in the changes of force and center of gravity of ship during navigation. In this paper, the laws of force, bowing moment, and center of gravity of ship varying with navigation speed are analyzed via physical model test together with mathematical simulation. Results reveal that the extreme values of transverse swaying force and bowing moment of ship increase correspondingly with the increase of navigation speed. In the presence of higher navigation speed, the ship would be transversely closer to bridge pier when ship head is near the tail vortex zone around pier; while the tail of ship would more easily hit the pier transversely when ship tail is near the vortex zone, and the ship would be more off-course transversely away from pier in its subsequent navigation. The research result would offer reference for future research on navigation safety and safe distance between pier and ship.
  • ROCKSOIL ENGINEERING
  • ZHANG Xiang-dong, LI Yi-peng, LI Qing-wen, YIN Zeng-guang
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 98-103. https://doi.org/10.11988/ckyyb.20170462
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    To study the surrounding rock stability of deep buried water-rich tunnel in the presence of seepage, we conducted numerical simulation of the excavation process of a tunnel project in FLAC3D in consideration of fluid-solid coupling, and further compared the simulation result with field monitoring result. The comparison revealed that the gradient of pore water pressure changed rapidly after the left bottom sidestep was excavated, indicating that water burst would probably occur at both sides along with tunnel excavation; the stress and pore water pressure tended to be stable after the excavation of inverted arch. Furthermore, we proposed an excavation risk function according to α, which is defined as the ratio of pore water pressure to stress, to determine the most dangerous depth of working face excavation. When α is larger than 4.51, the working face is extremely prone to suffer from instability, indicating that drainage is required. The predicative function is of high accuracy, hence could offer reference for future projects.
  • LIN Tian-gan, HE Hua, XU Dong-feng, ZHOU Zheng-xiang, YAO Jia-liang
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 104-108. https://doi.org/10.11988/ckyyb.20170470
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    Direct shear test and unconfined compression test are conducted on geopolymer-reinforced soft soil specimens of different curing ages (7 d, 28 d, and 60 d). Ratio of geopolymer mass to soft and wet soil mass (hereinafter referred to as “the ratio”)is designed at three levels: 10%, 12%, and 14%. Results demonstrate that the strength of reinforced soil climbs with the increase of geopolymer dosage; while at a given geopolymer dosage, the strength of reinforced soil also increases with the elongation of curing age. The reinforcement effect is good when the ratio is 14%. Furthermore, the relation between microstructure and macro-properties of reinforced soil is analyzed based on SEM scanning and CT scanning. Results indicate that smaller structural porosity would result in higher strength. The results offer scientific basis for the application of geopolymer-reinforced soft soil inpractical engineering.
  • WANG Lei , ZHANG Ya , XIANG Qian-yong, LIU Hua-bei
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 109-114. https://doi.org/10.11988/ckyyb.20170447
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    Reinforced soil retaining wall has been widely used in various projects because of its excellent mechanical properties, lower costs and better terrain adaptability. However, its real mechanism under working stress condition is not completely clear and current design guidelines could not reflect the real stress distribution in reinforced retaining wall. In order to research the behavior of reinforced retaining wall with different reinforcement stiffness, we monitor geogrid strain, horizontal displacement of facing, and earth pressure by geotechnical centrifuge tests. Results indicate that the deformation of reinforcement is more significant when using reinforcement of small stiffness,while the distribution of vertical earth pressure along the potential sliding surface is barely affected by stiffness. In both models, earth pressure adjoining to facing panel is much lower than theoretical value, and the maximum strain of geogrid appears in the mid-lower part of wall. Traditional earth pressure theory could not simply explain the reinforcement strain at panel connections. We should also take into account the pulling effect between panel and reinforced soil induced by differential settlement of backfill and other factors. The tests results offer reference for researching the behavior of reinforced soil retaining wall and the mechanism of interaction between soil and reinforcement under working stress conditions.
  • CHENG Yun, SONG Zhan-ping, JIN Jie-fang, CHANG Xiao-xu, YUAN Wei
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 115-119. https://doi.org/10.11988/ckyyb.20170309
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    To study the influence of static stress on propagation characteristics of stress wave in sandstone with large length-diameter ratio, impact test of small disturbance is conducted by dynamic and static combined testing system. The variation of stress wave, P-wave velocity and stress wave amplitude attenuation under different static stresses are obtained. Research results imply that stress wave curves of different test points remain approximately the same when static stress is constant; stress wave curves vary remarkably when static stress changes. Compressional wave and tensile wave both exist in the presence of static stress, and tensile wave increases with the increase of static stress. In addition, static stress has a great impact on P-wave velocity in a linear relationship, and P-wave velocity decays exponentially with propagation distance. Moreover, static stress also has obvious influence on stress wave amplitude. With the increase of propagation distance, the jump of stress wave delays gradually and stress wave amplitude tends to attenuate as wave energy is absorbed by sandstone fractures. The results suggest that static stress affects stress wave propagation in sandstone by changing the internal pores or fractures of sandstone.
  • ZHANG Li-ming, CHEN Guo-qing, LI Zhi-bo, LUO Fei-yu, ZHOU Yu-xin
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 120-125. https://doi.org/10.11988/ckyyb.20170371
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    Rock bridge plays a controlling role in rock slope stability, and non-penetrative jointed rock mass is a kind of rock bridge widely exists in rock slope. The purpose of this paper is to provide theoretical basis and experience for the stability evaluation of high rock slope through investigating the influence of connectivity rate of coplanar intermittent jointed rock bridges on the shear properties of rock.The failure mode,the evolution mechanism of the failure process and mechanical parameters of coplanar intermittent jointed rock bridge are analyzed by direct shear test.Three coplanar intermittent joints of the same length are reserved on test samples prepared with quartz sand,cement, gypsum and water.Results showed that tension failure,tension-shear failure and shear failure are failure modes of the samples,among which shear failure is the dominant one.The joint planes are the controlling discontinuities.Samples experienced three phases of failure: the steady development of cracking, the coalescence failure of discontinuous joints, and the residual strength stage. With the increase of connectivity rate,the shear strength and cohesion of sample reduced,and internal friction angle changed slightly.The larger the connectivity rate of the coplanar intermittent jointed rock bridge,the worse the shear performance of rock,and the lower the stability of rock slope.
  • ZHENG Hua, DU Yun-guo, YANG Yang
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 126-130. https://doi.org/10.11988/ckyyb.20161233
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    Surcharge preloading, as an effective foundation treatment method, is usually adopted to reduce the large settlement of pavement constructed in soft clay subgrade caused by long-term traffic loading. After surcharge preloading, the soft clay performs apparent over-consolidated characteristics. Cyclic torsional shear tests are conduct on soft clay under different over-consolidation ratio through GDS hollow cylinder apparatus to study the effects of over-consolidation ratio on the development of axial cumulative strain, hysteretic-curve of stress-strain, and modulus of resilience. Test results suggest that over-consolidation restrains the development of cumulative strain of soft clay under cyclic loading. At given load, as over-consolidation ratio increases, the cumulative strain reduces, and the cycle number which stabilizes pore pressure and cumulative strain is smaller; and moreover, the hysteretic-curve of stress-strain changes less obviously with the proceeding of load cycle. In addition, larger modulus of resilience would give rise to a more explicit characteristic of elasticity.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • MA Bin, ZHAO Zhao, HU Jian-chao
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 131-136. https://doi.org/10.11988/ckyyb.20170472
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    The vibration property of dam body is a significant indicator reflecting the security of high roller compacted concrete(RCC) dam under flood discharge. To reveal the response characteristics of damage vibration of high RCC dam, we analyzed and compared the regularities of flow-induced vibration response of dam body in conditions of no damage, crack damage, layered damage, and double damage via theoretical analysis and numerical simulation based on the theory of high RCC arch dam engineering and the damaged structural indicators of typical dam body cracks and layered RCC structures.Results showed that lower rolling layer strength, larger rolling thickness, and more rolling layers could exaggerate the vibration response. By establishing four damage models of different rolling layers and crack damages to analyze the dynamic response, we found that both layer structure and crack damage structure could expand the dynamic response on crown beam,abutment and the damaged sites, and in addition, affect each other in the presence of two patterns of damage,further boosting the dynamic displacement of the dam body, which is the most unfavorable for dam safety.
  • LIU Da-qing, CHEN Liang-liang, WANG Sheng-yun, HAO Guo-chen
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 137-142. https://doi.org/10.11988/ckyyb.20170397
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    In this paper the durability and expected life of recycled concrete under the combined action of sulfate attack and cyclic wetting and drying were investigated. Specimens of different recycled coarse aggregate ratio, water-binder ratio, and fly ash content were soaked in Na2SO4 solution of 5% concentration for three days, and dried in room temperature for three days as a complete wet-dry cycle.The cubic compressive strength, splitting tensile strength, and mass loss rate of original specimen and specimens after 5, 10, 20, 30, 40, 50, 60 times of wet-dry cycles were measured to determine the durability and predict the life expectancy of recycled concrete. Results revealed that both the compressive strength and the splitting tensile strength decreased with the increase of water-binder ratio.The corrosion resistance of recycled concrete against sulfate attack and wet-dry cycles can be improved by adding 20%-30% of fly ash.However, when the content of fly ash was 40%, the anti-corrosion effect was not good. A recycled coarse aggregate rate of 70%, water-binder ratio of 0.3, and fly ash content of 30% would result in a sound corrosion resistance against sulfate attack and cyclic wetting and drying and a durability of 128 years according to prediction model.
  • SU Li-gang, WANG Zheng-zhong, WANG Yue, ZHANG Xue-cai, XU Chao
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 143-147. https://doi.org/10.11988/ckyyb.20170483
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    At present, topology optimization of hydraulic gate all involves two-dimensional rather than spatial scale. In view of this, the simple isotropic material with penalization (SIMP) in continuum topology optimization method is adopted to the three-dimensional topology optimization of a deep orifice radial gate. Moreover, the topology result are simulated by finite element software, and are compared with the V-shaped dual-arm structure commonly used in engineering. The optimum topology design for radial gate arms is a tree structure, with the bearing capacity of the box section built under the requirements of local stability meeting specification standards. Comparison with V-shaped structure demonstrates that the tree structure obtained by topology optimization could reduce the holistic displacement by 15.8% and cut the maximum stress by 15% yet more evenly distributed.
  • YUAN Yan-ling, PENG Song-tao, CHEN Jian-kang, GAO Ce, PEI Liang
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 148-152. https://doi.org/10.11988/ckyyb.20170455
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    Temperature load is the main cause of cracks in mass concrete in construction period. The cracking risk probability and reliability of a roller compacted concrete (RCC) gravity dam are calculated by Monte-Carlo method with factors affecting the cracks in mass concrete as random variables in establishing the limit state function by response surface method based on simulation of temperature control measures. Results demonstrate that the recommended temperature control measures are reasonable. Calculation results of cracking risk probability and reliability reflect that the cracking risks of feature points inside the RCC dam are higher than those exterior to the dam, and the maximum cracking risk appears in the end of the first-phase cooling stage.
  • INFORMATION TECHNOLOGY APPLICATION
  • SUN Bao-yan, WENG Yu-yu, JIA Qiao-zhi, CHEN Wen
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 153-157. https://doi.org/10.11988/ckyyb.20170405
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    Owing to the complex structure of Karst cave and the particularity of the environment,3D laser scanning technology has advantages of high precision, high efficiency and high density in data acquisition compared with traditional manual mapping technology. Although by 3D laser scanning we could quickly obtain the holistic 3D point cloud data of Karst cave, we could not meet the requirements for scanning some stone carvings and sculptures in the cave limited by the precision of laser point cloud. In view of this, we combined 3D laser scanning with image-based modeling technology to achieve complementary advantages. First of all we introduced the advantages and characteristics of the two technologies, and then researched the method of fusion and reconstruction of 3D model of karst cave from its work principle and data processing procedure. Finally, we evaluated the joint’s deviation of model fusion. Practice demonstrates that the fusion of 3D laser scanning and image-based modeling is feasible in Karst cave modeling and measurement as it could build up a realistic 3D cavern model with maximum efficiency and satisfactory accuracy.
  • CHEN Hong, WU Yan-jun, YAN Jing
    Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 158-162. https://doi.org/10.11988/ckyyb.20170466
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    By incorporating intelligent technology, an intelligent measurement and control system is built for river model test. A completely automatic river model integrating self-design, self-running, and self-data-processing is constructed. The automatic processes of model design, test, and data processing are expounded. Developed with VB (visual basic), ASP (active server pages), and JAVA, the intelligent measurement and control system could adapt to multiple terminals, such as PC, server, and mobile. Moreover, the system is applied to the model design, boundary control, data collecting and processing, as well as comparison between model flow velocity and prototype velocity in the physical model test of Chaoyang Bridge on Ganjiang River. Artificial verification proves the correctness and reliability of the established control system.
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