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01 June 2019, Volume 36 Issue 6
    

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    SPECIAL CONTRIBUTION
  • SU Hai-dong
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 1-8. https://doi.org/10.11988/ckyyb.20190167
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    Several new analysis techniques are developed using Manifold Method based on independent covers presented previously by the author to tackle the difficulties of FEM analysis for hydraulic structures in mesh generation, precision control, and heavy workload of result analysis. Such techniques include, first of all, automatic mesh generation on the premise of keeping exact geometric boundaries of the structures based on cover meshes with arbitrary shapes, arbitrary connections and arbitrary refinements. Simultaneously through the integration of precision control and automatic result output, computations without artificial participation are expected to lay foundation for the fusion of engineering design and engineering analysis for hydraulic structures. Furthermore, a new method is proposed for calculating the stress singularity zones such as dam heels and crack tips by combining analytical solutions and numerical solutions. In addition, analysis of beams, plates and shells based on independent covers opens up a new approach for structural analysis and shape optimization of arc dams with precise geometry, and also for the analysis of thin-walled hydraulic structures. In the future, automatic computations will be achieved in the simulation analysis considering construction and operation procedures and multiple nonlinearities. These new techniques are expected to provide reliable numerical analysis results for hydraulic structures.
  • WATER RESOURCES AND ENVIRONMENT
  • HUANG Rui, HAN Long-xi, ZHANG Fang-xiu
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 9-13. https://doi.org/10.11988/ckyyb.20171367
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    A 2D numerical model of oil spill accident involving oil particle was built on the basis of 2D tidal current model to investigate the spilled oil diffusion in the Yangtze River. Modifications were made to address the slow response of oil film expansion in horizontal diffusion mode and the insufficient response of oil spill. The model was applied to the simulation of oil spill accident in the reach between Zhenjiang and Yangzhou of the Yangtze River under assumed working conditions. Results demonstrated that the model could well reflect the characteristics of horizontal oil diffusion and the variation of oil spill thickness under the influences of flow field, wind field, self-weathering and complex terrain conditions. It could also accurately predict the persistent impact of oil spill diffusion on sensitive objects in the river channel. The research method offers powerful technical support for emergency treatment of oil spill accidents and water environment protection in the Yangtze River.
  • WANG Can, YUAN Ting, ZHANG Jian-li, YU Ji-xin, XU Meng, LIU Yong
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 14-19. https://doi.org/10.11988/ckyyb.20180128
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    In the purpose of revealing and moreover improving the water quality of Caohai Lake, eleven water quality parameters were monitored seasonally in 2017 at 12 sampling sites, and in subsequence, the nutritional status in the lake was assessed and divided into different partitions by employing comprehensive trophic status index (TLI) and ArcGIS. According to national standard Quality Standard for Surface Water Environment(GB 3838-2002), the water quality in the lake was classified. Results unveiled that: (1) except for pH and dissolved oxygen, all parameters showed significant seasonal differences. The concentration of suspended solid material (SPM) was highest in autumn, and the concentrations of TN and TP were highest in spring, while those of CODMn, NH4+-N, and Chl.a were highest in summer; concentrations of TN, TP, NH4+-N and SPM decreased gradually from the upstream to the downstream. (2) In a holistic sense, the water body in Caohai Lake was mesotrophic to slightly eutrophic (45.3≤ TLI(∑)≤57.7). According to the TLI(∑) values, the lake was divided into four sectors, namely, the inlet area of the lake (slightly eutrophic in general), the areas located near the urban area of Weining county and river inlet (slightly eutrophic), the middle area of the lake (mesotrophic to slightly eutrophic), and the middle-lower reach to the outlet of the lake (mesotrophic). (3) The water quality classification of Caohai Lake was mainly Ⅱ-Ⅳ, dominantly affected by TN and CODMn. In conclusion, controlling the discharge of waste water in surrounding areas, in particular, the upstream of the lake area and the water inlets, should be the key of improving the water quality of Caohai Lake.
  • CHEN Xue-qiu, QU Si-min, ZHANG Xiong-ying, CUI Yan-ping, CHEN Hong-yu,
    XU Shi-jin, SHI Peng, WANG Yi-fan, GOU Jian-feng
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 20-25. https://doi.org/10.11988/ckyyb.20171356
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    The separation of storm hydrographs using stable isotope tracers provides a scientific basis for the study of runoff-formation mechanism and runoff calculation.Many research results show that there is a correlation between the initial watershed state and the event/pre-event water proportion. Hydrograph separations were conducted using stable isotope(δ18O) to analyze the proportion of event/pre-event water on four rainfall events during 2015-2016 in Hemuqiao watershed and especially the influence of antecedent streamflow and soil moisture. The results indicated that pre-event water dominated streamflow but the event water accounted for more in the peak; the difference in hydrograph separations implied that multiple runoff generation patterns existed in different initial system states. The runoff coefficient and the contribution of event water to streamflow were negatively correlated with antecedent streamflow. The relationship between the contribution of event water and antecedentsoil moisture was complicated and the percentage event water of streamflow would decrease in the condition of high antecedentsoil moisture or large antecedent 5-day rainfall
  • FLOOD PREVENTION AND DISASTER REDUCTION
  • GAO Yu-qin, ZHANG Ze-yu, LAI Li-juan, LIU Yun-ping
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 26-30. https://doi.org/10.11988/ckyyb.20180116
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    The impermeability of basin, allowable water depth and drainage modulus of polder are main parameters of basin flood simulation in the HEC-HMS (The Hydrologic Engineering Center’s Hydrologic Modeling System) model under polder flood control mode.The setting of these parameters has strong impact on the simulation results. Taking Qinhuai River Basin as research area, we constructed an HEC-HMS hydrological simulation model to analyze the influence of impermeability, allowable water depth and drainage modulus on flood peak and flood volume simulation results. Results revealed that with impermeability increasing from 20% to 70%, the flood volume and flood peak of river basin in polder flood control mode displayed consistent rising trend. When the allowable water depth of polder raise, the flood volume of the basin in the polder mode was decreasing, while the flood peak was increasing. Moreover, with the reduction of drainage modulus, the flood peak and flood volume of the basin were decreasing.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • LIU Ji, LI Tian-bin
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 31-36. https://doi.org/10.11988/ckyyb.20171156
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    In an attempt to probe into the laws of deformation and failure of bank slope in Xiluodu-Baihetan reach of Jinsha River, we obtain the distribution of bank slope structure and lithology in this segment, and analyze statistically the spatial distribution characteristics of 95 deformation and failure bodies through field investigation and interpreting of high-definition aerial image data. Results reveal that deformation and failure of bank slope is the most developed in the thin layer to interlayer structure, and well developed in the upper Ordovician and the Silurian system and other two types of strata. The morphological characteristics of deformation and failure obey the power law. Cumulative frequency is in negative exponential relationship with horizontal projection length and other parameters, and in linear relationship with the logarithm of the density and modulus of deformation failure. When α equals 0.05, the density of deformation and failure of bank slope ranges in 0.038-1.184 points per kilometer, and modulus between 20×104 m3/km and 4 656×104 m3/km
  • LUO Fei, REN Guang-ming, LI Hui-min, LI Yuan-liang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 37-41. https://doi.org/10.11988/ckyyb.20171285
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    Geological hazards take place frequently along the highway in the western mountainous area of Sichuan Province. In view of this, we investigate systematically the development rules of landslides and collapses along the Muli county segment of Sichuan provincial highway S216 by using ArcGIS. Results reveal that 85.38% of the geological disasters in the study area develops in the slope body with a gradient ranging from 20 to 50 degrees. Faults, rivers and roads in the study area will all affect the development of geological disasters. Meanwhile, 70% of landslide in the study area distributes in the elevation range between 2 000 and 2 500 m. Collapse in the study area is rarely developed in slopes of true north, northeast and northwest aspects, while landslide slightly develops in slopes of northwest and true north aspects. The research achievements will offer basis for dealing with emergencies and disaster zoning in the study area
  • HYDRAULICS
  • YU Ying-jun, HU Xiao, SHI Xiao-tao, KE Sen-fan, ZHANG Yong-nian
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 42-48. https://doi.org/10.11988/ckyyb.20180461
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    A simple PIV device is adopted to measure the velocity field of flow around a cylinder when the inlet velocity is 14.3 cm/s, and the pressure field is reconstructed by finite volume method and direct integral method. The error of velocity field measurement by simple PIV is analyzed by referring to the results of Fluent simulation, and the error of pressure field reconstruction by different algorithms based on Fluent-simulated velocity field and PIV-measured velocity field is also analyzed by comparing to the result of Fluent simulation. Results demonstrated that in the simple PIV system, camera could reduce the error of velocity field measurement by adopting suitable spatial resolution and time resolution. When given the first boundary condition on the basis of Fluent-simulated data, the error of pressure field reconstruction by finite volume method is smaller than that by direct integral method, with the root mean square error reaching 1.73% and 8.99%, respectively; on the basis of PIV-measured data, the reconstruction error by finite volume method is greater than that by direct integral method, with the root mean square error amounting to 26.58% and 12.72%, respectively. In conclusion, reducing the error of velocity field and setting up accurate boundary conditions could improve the reconstruction accuracy of pressure field. The analysis result is aimed at exploring the reconstruction method for transient pressure field of fluid through low-cost PIV device, so as to reduce the cost of measuring pressure field from PIV.
  • ROCKSOIL ENGINEERING
  • LI Mei, ZHAO Na, ZUO Yong-zhen, TAN Fan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 49-53. https://doi.org/10.11988/ckyyb.20180696
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    Evaluating the seismic safety of tailing dam involves the liquefaction or even permanent deformation of tailings material at large buried depth in middle and low parts of tailings pond. In this paper, the dynamic strength of tailings sand in large buried depth was tested under different confining pressures (400 kPa, 800 kPa, and 1 200 kPa), and the influenced depth of liquefaction was investigated. Results manifested that the dynamic stress of tailings sand in large buried depth increased with the rising of confining pressure and consolidation stress ratio, while liquefaction stress ratio decreased with the increase of confining pressure. Except for the liquefaction stress ratio under high confining pressure, the rules of dynamic stress and liquefaction stress ratio varying with confining pressure and consolidation stress ratio under high confining pressure are in general the same as those under low confining pressure. According to the liquefaction judgment method recommended in standard, the tailings sand with small dry density and low consolidation stress ratio in the middle of tailings pond are most probably to experience liquefaction. On the contrary, for tailings sand in the bottom, liquefaction can be ignored as seismic stress ratio reduced gradually with buried depth.
  • HE Zhi-lei, ZHU Zhen-de, RUAN Huai-ning, DAI Bi-bo
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 54-59. https://doi.org/10.11988/ckyyb.20171328
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    A statistical constitutive damage model was developed within the elastic theory frame of porous materials to investigate rock damage characteristics under water pressure. By incorporating continuum damage mechanics and statistical theory with the principle of effective stress, the Hoek-Brown criterion was regarded as a microbody strength failure criterion. According to the relationship between residual strength and peak strength, the damage variable of the model was modified for fully reflecting the softening characteristics in the post-peak stage. The model was validated using indoor experimental data. Results evinced the established model could well reflect the stress-strain relationship of rock under water pressure. As water pressure increased, the value of model parameter n exhibited a rising trend and the brittleness of rock also increased, but the value of F0 and the strength of rock both declined. In addition, peak point method is better than curve fitting method in determining model parameters.
  • HU Zhi-feng, CHEN Jian, QIU Yue-feng, LI Jian-bin
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 60-67. https://doi.org/10.11988/ckyyb.20171282
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    Horizontal displacement of retaining structure is the main cause of ground surface settlement in deep excavation. In this paper we propose a method of estimating the ground surface settlement. First of all we assume that the ground surface settlement curve is a Gaussian probability density function, and derived the analytical formula of ground settlement under different lateral deformation modes of retaining wall based on linear elastic theory. Subsequently we acquired the location xm of maximum settlement (which is defined as the distance xm from the location of maximum settlement to foundation pit edge) in clay stratum based on the analytical formula, and then calculated the settlement-influenced range x0 based on the aforementioned assumed function of ground settlement in association with soil loss theory. Furthermore, we derived the area Av enveloped by the ground settlement curve, and in the meantime obtained the maximum ground settlement δmax according to the relation between Av and Ah, which is the area enveloped by the lateral displacement curve of retaining wall. The ground settlement of arbitrary location behind retaining wall hence can be estimated by substituting δmax in the aforementioned assumed function. Through several engineering cases we proved that the proposed method is applicable, and thus providing a semi-theoretical and semi-empirical approach to predicting ground surface settlement.
  • ZHANG Zhi-min, GAO Wen-hua, ZHANG Zong-tang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 68-72. https://doi.org/10.11988/ckyyb.20171257
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    Red mudstone, a common soft rock, is widely distributed in southwest, northwest, central and southern China. As the mechanical properties of red mudstone degrades remarkably under the action of water, engineering accidents inclusive of collapses and landslides occur frequently in red mudstone area under the influence of rainfall. A simple test apparatus and test scheme was designed in the present research to investigate the deformation and strength features of red mudstone under the combined action of loading and hydration. The holistic process of red mudstone encountering sudden rainfall after extreme drought undergone dry state and saturation under different load levels were simulated. The conclusions are presented as follows: (1) the uniaxial compressive strength of water-saturated red mudstone was considerably lower than that of dry red mudstone, implying an evident hydration effect; while the stress level failure of dry red mudstone under the action of water lagged far behind the strength of saturated red mudstone. (2) Despite that the deformation of rock specimen experienced a progressive process from gentle development to dramatic surge under a certain stress level, the failure of specimen happened abruptly and instantly, and after failure, the specimen was in a muddy state.
  • LIN Lü, LUO Fang-yue, ZHANG Ga
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 73-76. https://doi.org/10.11988/ckyyb.20171269
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    Water level fluctuation has induced a large number of slope failures, resulting in huge losses of life and property. Clarifying the failure mechanism is a requisite for a reasonable evaluation on slope safety under water level fluctuation condition. Such mechanism was investigated using centrifuge model tests in the present research. Test results demonstrate that water level fluctuation gave rise to local failure in the mid-lower part of the slope which developed upwards until the final slip surface was formed. The accumulation of local deformation, instead of instantaneous destruction, is the fundamental cause of slope failure under water level fluctuation. The local deformation developed monotonically and further triggered new local deformations around and extended in the slope. In summary, the extinct coupling of local deformation accumulation and failure process under water level fluctuation should be well considered in the analysis of slope failure.
  • LIU Bo, HU Xie-wen, BAI Kai-wen, CHEN Hao-dong, ZHENG Zhi-yang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 77-82. https://doi.org/10.11988/ckyyb.20171139
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    In an attempt to determine the stress condition of anchor in drawing process, two softening constitutive models for anchoring interface in consideration of residual strength are introduced, and the physical meanings of the parameters are analyzed. According to field data of load-displacement relation, parameter inversion of interface constitutive model was conducted by particle swarm optimization algorithm in two engineering examples. With the parameters of the interface model obtained by inversion, by solving the loading transfer differential equation, the axial force and the interfacial shear stress distribution of anchor under different drawing loads are predicted. The predicted results are in good agreement with the experimental data, which proves the rationality of the introduced models and the feasibility of the inversion method. Moreover, the stress variation process of anchor was analyzed. Results reveal that during the drawing process, the shear stress distribution evolves from a monotone decaying curve with the maximum value at the pull end into a single peak curve, with the peak extending to the far end. The research results of this paper provide a basis for the design and construction of anchor bolts.
  • XU Jun, REN Guang-ming, YAO Chen-hui
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 83-87. https://doi.org/10.11988/ckyyb.20170885
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    The unloading and relaxation of rock mass caused by excavation of dam foundation in water conservancy and hydropower project is an essential problem affecting engineering quality and safety.Identifying the temporal and spatial characteristics of unloading and relaxation of rock mass, and providing data basis for reinforcement engineering design are of substantial significance.In this paper, the unloading effect and development of rock mass caused by excavation of a high arch dam foundation are summarized in temporal and spatial senses based on long-term observations via acoustic logging during excavation.Results unveil that(1) unloading and relaxation of rock mass mainly occurs in the first eight months after excavation and basically ends after 10-12 months. (2) Unloading and relaxation develops rapidly at first and then slows down.(3) The more complete the structure of the original rock mass, the lower the unloading effect, and vise versa. (4) An optimal slope ratio leads to a smallest thickness of relaxation zone. (5) Unloading relaxation of rock mass develops gradually from the shallow to the deep. The degree of unloading relaxation of shallow rock mass is evidently higher than that of deep rock mass, and so does the duration of unloading. (6) Structural plane and weak interlayer are important parts of unloading relaxation which affect the stability of large rock blocks.
  • ZHANG Xu, LI Ming-bao, WEI Na, SUN Zhen-guo, YANG Zhong-han, TIAN Dong-hong
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 88-92. https://doi.org/10.11988/ckyyb.20171387
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    Quantifying pore water pressure, a stress acting on the space among soil particles, is of essential significance for investigating the shear strength and other mechanical properties of soil. Traditional calculation method for pore water pressure neglects the influence of fluid flow and flow rate change on pore water pressure in soil, which results in a small calculation result. In view of this, a formula between pore size and fractal dimension of soil granular material is derived based on number-size fractal model of soil to correct the error, and the functional relationship between pore water pressure and fractal dimension, pore water compression modulus and pore flow change of saturated soil is further deduced based on pore water flow equation and pressure equation. A saturated clayey soil slope is taken for numerical analysis to verify the accuracy and practicality of the proposed calculation formula. Result demonstrates that the formula can be used to calculate and revise the effective stress and shear strength of saturated soils, and to analyze the macro-micro multi-scale liquid-solid coupling seepage of saturated soils.
  • WANG Lang, DING Jun-hao, DENG Hui, WANG Jin-xiang, TU Guo-xiang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 93-98. https://doi.org/10.11988/ckyyb.20170894
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    The abnormal slope unloading is one of the typical engineering problems encountered in large-scale hydropower project construction process in southwest deep valley area. Though field geological investigation, the characteristics of slope unloading was discovered, and three two-dimensional discrete element models were established to simulate the deformation of the slope after five times of valley incision to analyze the influence caused by ductile shear zone and the alteration zone on slope unloading characteristics under condition of considering ductile shear zone and the alteration zone or not. The results show that the anomalies of slope unloading is mainly related to the distribution of ductile shear zone and the alteration rock mass. The soft base effects and weak ability to resist weathering of the ductile shear zone and the alteration zone, which are weaker than normal rock mass in mechanical properties, exacerbate the slope deformation degree. At the same time, the hard and soft slope structure make the phenomenon different shear dislocation along the flat slope surface structure more apparent.
  • LI Zheng-hui, WANG Shi-mei, JIN Lai-fu
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 99-105. https://doi.org/10.11988/ckyyb.20171218
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    Extreme drought condition gives rise to desiccation crack in clayey soils. In nature, soil is a highly complex material which contains not only soil grains, water and air, but also some coarse particles. Nevertheless, literatures about the effects of coarse particles on desiccation crack are relatively scarce, and in particular, quantitative description of coarse particles’ impact on desiccation crack has not been reported. To reveal the influence mechanism of coarse particles on the cracking of clayey soil, desiccation cracking test was conducted on clayey soil specimens dosed with silica sand in a self-developed equipment with live camera and constant temperature and humidity. The cracking behavior and geometric fractal dimensions of surface cracks of clayey soil with coarse particles during evaporation were depicted quantitatively via computer image processing. Results unveil that: (1) coarse particles in soil increase the air entry value and make air enter the pore of soil surface prematurely by decreasing the availability of water at soil surface; (2) the water content WC of soil when desication crack initiates has nothing to do with the content of coarse particle, but the presence or absence of coarse particles in clay would boost WC significantly; (3) coarse particles in soil impede the development of cracks’ width while stimulates the length of cracks, and in addition, expand the area of cracks at first but lessen with the increment of coarse particle content; (4) the coefficient of fractal dimension of surface crack is positively correlated with crack rate.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • WANG Zhan-ke, GAO Hong-bo, HAN Xiao-yan, MA Peng
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 106-109. https://doi.org/10.11988/ckyyb.20171144
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    An analytical method which merely needs the axial compressive strength fc of concrete to calculate the unstable toughness KunIc of double-K fracture model is proposed in this paper. Massive experimental data indicate that the ratio of critical crack propagation length Δac to ligament length (h-a0) tends to be a constant. According to this regularity and on the basis of the bilinear constitutive relationship of the fictitious crack model, the maximum load Pmax of three-point bending notched beam is calculated under equilibrium condition. Then the calculated result of Pmax is substituted to the formula and the unstable toughness KunIc of double-K fracture model is calculated. The calculated results of Pmax and KunIc are compared with those of test values to verify the accuracy of the method. Results conclude that the calculated results of Pmax and KunIc agree well with test values for relatively big size concrete specimens with maximum aggregate size not greater than 40 mm. The maximum load P max and the unstable toughness KunIc can be predicted by the proposed analytical method.
  • XIAO Yang, PENG Gang, WU Cong, QIAO Zong-yao, MA Xiao-liang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 110-115. https://doi.org/10.11988/ckyyb.20171189
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    The mechanical properties of concrete subjected to cyclic pore water pressure are studied via dynamic and static triaxial loading tests using 10 MN large multifunctional hydraulic servo instrument. Weibull-Lognormal model and standard-recommended model were used to fit and analyze the stress-strain curves. Test results revealed that in the presence of cyclic pore water pressure, concrete strength decreased apparently under quasi-static and low strain rate loading, while augmented under high strain rate. However, higher loading rate had little effect on the peak strain of concrete. With the increase of loading rate, the peak strain of concrete increased. The elastic modulus of concrete undergone cyclic pore water pressure was higher than that in the absence of cyclic pore water pressure. In the meantime, with the climbing of strain rate, elastic modulus increased also. The full stress-strain curve of concrete can be well fitted by using Weibull-Lognormal model and standard-recommended model, of which the former has better fitting effect in descending segment than the latter does
  • SHANG Sang, ZHAO Chun-ju, ZHOU Yi-hong, WANG Fang, ZHAO Ke-xin
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 116-120. https://doi.org/10.11988/ckyyb.20171225
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    A model of association rule mining for the mid-term water cooling parameters is established to tackle the interference of redundant construction data on analyzing the correlation between daily cooling rate and water-cooling parameters. First, the main factors affecting the daily cooling rate are determined, and then the quantitative association rules are extracted from the history monitoring data of dam temperature. On such basis, the main control parameters are determined so as to optimize the mid-term water cooling measures. Results suggest that the water-cooling temperature should be controlled within (14.6,14.8]℃ so as to meet requirements, the initial temperature of concrete should be in (17.7,18.5]℃, and water flow rate between (15.0,22.5] L/min. Water flow rate should be regarded as control focus, so the initial value of cooling flow rate can be preset as within (15.0,22.5] L/min. The research finding is of guiding significance for deciding mid-term cooling measures.
  • MA Jun-jun, LIN Peng-zhen
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 121-126. https://doi.org/10.11988/ckyyb.20180476
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    A cellular automata (CA) model of chloride ion diffusion in concrete was built based on Fick’s second law to accurately simulate the chloride ion erosion in concrete box girder, obtain the concentration of chloride ion at arbitrary position at any time in cross section, and to predict the durability life of the structure. The effects of material and age on the diffusion effect of chloride ion were taken into consideration. MATLAB calculation program was compiled based on the built CA model. Results of the study demonstrated that compared with the analytical solution and test value of chloride ion concentration, the result of the built CA model is of higher accuracy in simulating chloride ion diffusion in concrete box girder. Chloride ions diffuse in different laws varying with the form of chamfering sections, and the time required for critical concentration of chloride ion for steel corrosion is different. In addition, the model is proved to effectively predict the durability of concrete through comparison with the analytic solution of life prediction. The durability of the studied concrete box girder is around 51 years.
  • LI Hao-yang, YAO Qiang, HUA Tian-bo, WU Fa-ming, LI Xiao-hu, LI Hong-tao
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 127-132. https://doi.org/10.11988/ckyyb.20171166
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    The strength and damage patterns of no-fines concrete are investigated with the help of PFC3D. The three-dimensional structural models of no-fines concrete composed of two typical shapes of pebble aggregate are established with varied porosity (0.26, 0.28, 0.30, 0.32, 0.34, 0.36, and 0.38). The stress and deformation of each test block under uniaxial compression test are simulated. In the meantime, the development of internal fractures during the uniaxial test is monitored. Research results reveal that (1) with the increase of porosity, the number of particles and the number of particles in contact decrease gradually, and the uniaxial compressive strength of the model decreases also. (2) The stress-strain curve of no-fines concrete obtained from numerical simulation is consistent with that of porous concrete obtained by previous tests by other scholars, indicating that PFC could well simulate the stress-strain features of no-fines concrete. The uprising segment of stress-strain curve of no-fines concrete is more linear than that of conventional concrete; in the downward segment, unloading gets more swiftly, implying that no-fines concrete is highly brittle. (3) Mostly found in the vicinity of corners and loading surface, fractures of no-fines concrete intensifies with the increase of loading, and even expands dramatically until penetration after peak strength is reached. (4) In accordance with the locations of fractures at peak strength, the vulnerable zone of no-fines concrete is defined as the part left when inscribed sphere is removed, which accounts for 47.6% of the total volume of test block, and in which fractures takes up over 69%. The research findings offer reference for the study of mechanics and damage mechanism of no-fines concrete
  • ZHU Qing-kai
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 133-138. https://doi.org/10.11988/ckyyb.20171368
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    The feasibility of treating water burst using cement-based fiber glass slurry is investigated via theoretical, numerical, and engineering approaches. The crack control mechanism as well as the influence of slurry on the elastic modulus, cohesion, and internal friction angle of rock are examined. Moreover, the validity of the numerical simulation is obtained according to monitoring results of water burst and surrounding rock deformation. Results evince that fiber glass attenuates the stress development of cracks and reduces the stress intensity factor at the tip of crack. In addition, the vertical and horizontal displacements of surrounding rock in different working conditions are acquired according to comparative analysis before and after grouting. Cement-based glass fiber slurry is manifested to be feasible through engineering test and data analysis of the simulation results.
  • INFORMATION TECHNOLOGY APPLICATION
  • RAO Xiao-kang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 139-145. https://doi.org/10.11988/ckyyb.20171374
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    The ever-rising quantity of collected data of water conservancy project together with the development of cloud computing, big data and Internet of Things poses higher demands for the storage and processing of massive, multi-source and heterogeneous data that traditional theories and methods could not meet. In this research, a big data platform for grouting data of water conservancy project is designed based on B/S service mode for display, operation, and management. The functional modules of the platform mainly include data resource downloading, data set uploading and running, customized algorithms, as well as visualization of running status and results and big data.Moreover, the platform was applied for demonstration with Baihetan water conservancy project as a case study. A model for predicting the grouting injection amount per unit based on random forest together with a model of anomaly detection of grouting result based on K-Means clustering was built.By integrating structural and unstructured data and by adopting Hadoop distributed cluster and parallelized data mining algorithm, the platform could achieve integrated sharing of data resource, effective processing, knowledge discovery of data information, and improves the efficiency and accuracy of data storage and processing. This research offers a new thinking for the big data storage and computing of water conservancy project
  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES
  • PAN Xi-he, NIE Wei, CHENG Yu-ting, WU Hao-yang, ZHANG Qing
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 146-152. https://doi.org/10.11988/ckyyb.20190168
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    China is abundant of hydraulic energy resources suitable for the development of impact turbine units. The core technologies of developing and manufacturing are mainly in the hands of a few European and American hydropower equipment manufacturers, hence having limited the development and utilization of large-capacity impact turbine and regulation control system. On the basis of summarizing the research and practice experiences, we propose an innovative scheme of adopting three CPUs in the electrical regulator, and a control device of impact turbine diverter by introducing the unit characteristic curve factor into the control of large multi-nozzle impact turbine for the first time. By putting into operation this speed regulating system, we have obtained good economic and social benefits. This research is expected to be conducive to the type-selection, design, standardization and application of extra-large multi-nozzle impulse turbine.
  • INTERNET OF THINGS EQUIPMENT AND CLOUD PLATFORM TECHNOLOGY FORDAM SAFETY MONITORING
  • HUANG Yue-wen, ZHOU Fang-fang, HAN Xiao
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 153-156. https://doi.org/10.11988/ckyyb.20190211
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    A wireless low-power safety monitoring acquisition system is developed by adopting LoRa communication, coprocessor and spectrum analysis to tackle the problems of scattered location of measuring points, danger of working condition, difficulty of guaranteeing wired communication and power supply of equipment, and unstable data of vibrating instrument. Consisting of low-power acquisition unit, data concentrator and equipment connection platform, the system transmits real-time wireless data with low-power operation of the automatic acquisition unit. The system is applied to the automatic monitoring of Danjiangkou Dam. Result manifests that the automatic monitoring result does not differ from artificial observation result in terms of accuracy and integrity obviously, and moreover, the frequency and timeliness of the monitored data are higher than those of the observed data. In conclusion, the proposed system solves the problem of safety monitoring automation for slopes and earth-rock dams in construction period, and has good application value and promotion prospect.
  • ZHOU Fang-fang, MAO Suo-ying, HUANG Yue-wen
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 157-160. https://doi.org/10.11988/ckyyb.20171199
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    With the development of engineering monitoring technology, the acquisition device of simple features, single channel type and low automation degree has been unable to meet the demand of engineering monitoring system. In this paper an automatic sensor data acquisition device which is provided with manual comparison measurement and STM32F407VET6 as the core processor is designed for signal acquisition, data storage, and data transmission. Any channel of the acquisition device has access to vibrating wire sensor, differential resistance sensor,voltage sensor, current sensor, or digital signal type sensor.Moreover, the second microprocessor of manual comparison measurement module supports other reading instrument, manual comparison measurement, and real-time display of data. The proposed device improves the integrated and intelligent degree of the hardware system, and achieve automatic acquisition, storage, transmission and manual comparison measurement of multi-channel multiplex sensor signal.
  • NIU Guang-li, LI Duan-you, LI Tian-yang, HE Liang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 161-165. https://doi.org/10.11988/ckyyb.20190215
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    The safety monitoring work for dams in China is inadequately informatized with mono-function of software in lack of professional and technical personnel. In view of this, we designed and developed a management and analysis system for dam safety monitoring data based on cloud platform. The system has functions of intelligent perception, cloud management, professional analysis, monitoring and early warning of dam safety monitoring data. We expound the technical framework, functional framework and key technologies of the system. The system is proved of good application prospect by remarkably improving the management and analysis level of safety monitoring data in more than ten large-and-medium-sized hydropower projects.
  • YI Hua, HAN Xiao, WANG Kai-lun, NIU Guang-li, HUANG Yue-wen
    Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 166-170. https://doi.org/10.11988/ckyyb.20190220
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    The development of Internet of Things (IoT) has broken through the limits of old technologies on the networking and communication of automation system for dam safety monitoring. A super-large automation system for the safety monitoring of Xiluodu Hydropower Project is constructed with distributed and multi-level communication network using large amounts of intelligent acquisition devices based on M2M IoT technology. Tests during the construction of the system evinces that the system improves the speed of data acquisition remarkably on the premise of ensuring accuracy and reliability.The safety monitoring automation system of Xiluodu Hydropower Station is advanced, stable, compatible and expansible with strong secondary development ability convenient for expansion in later stage to meet demands of all construction parties.