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01 October 2012, Volume 29 Issue 10
    

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    HEALTHY CHANGJIANG RIVER
  • GUO Xi-ling
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 1-5. https://doi.org/10.3969/j.issn.1001-5485.2012.10.001
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    A scientific investigation in the source area of Yangtze River and Lancang River was carried out by Changjiang(Yangtze) River Scientific Research Institute(CRSRI) in 2012. The investigation covers topics inclusive of river channel morphology, hydrology and sediment, water resource variation and exploitation, current status and causes of soil-water loss, water environment and water ecology, as well as geology and geomorphology. In the present paper, the whole process of the investigation is presented, with emphasis on the targets, significance, tasks and contents, and organizing pattern as well. Experiences and defects are summarized in aspects of topic and participants selection, investigation scheme and technical preparation, route selection, health condition, and logistic support for large-scale scientific investigation on the plateau. Suggestions are put forward for reference for similar scientific investigations.  
  • RIVER-LAKE SEDIMENTATION AND REGULATION
  • WEI Li, LU Jin-You, XU Hai-Tao
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 6-10. https://doi.org/10.3969/j.issn.1001-5485.2012.10.002
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    With three typical natural river courses in China as case study, we preliminarily discussed the characteristics and formation conditions of discontinuous widely-graded sediment,  providing basis for researching discontinuous widely-graded bed load transport. It's believed that the characteristics of discontinuous widely-graded sediment are as follows: the sediment particle size varies in a wide range; sediment of a certain size is in a small amount or even in absence; and the weight percent of bed sediment exhibits a clear bimodal distribution. The formation of discontinuous widely-graded sediment is based on three conditions: non-uniform bed sediments and thick riverbed cover, sediment supplies from the upstream, and varying flow velocity in the river course.
  • LI Zhi-yuan
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 11-15. https://doi.org/10.3969/j.issn.1001-5485.2012.10.003
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    Sedimentation is a crucial problem which influences the comprehensive benefits and long term operation of Three Gorges Project. In recent years, sediment from the upstream to the Three Gorges Reservoir has decreased remarkably, which indicates that the sedimentation condition is better than that of anticipation. On the basis of measured hydrological data, the variations of incoming flow and sediment and deposition in Three Gorges Reservoir area are analyzed. It's put forward that, in view of the inflow in October, reservoir impoundment in advance is necessary. Furthermore, the feasibility of the reservoir's optimum operation is discussed based on relative results and medium and small flood control practice in the flood season of 2010. It is presented that the water level could raise to 150m in flood season during the impoundment, and the medium and small flood could be regulated according to reality, which can accumulate experience for future operation.
  • HUANG Jian-Cheng, JIN Zhong-Wu, CHEN Yi-Wu
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 16-20. https://doi.org/10.3969/j.issn.1001-5485.2012.10.004
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    The riverbed evolution characteristics  and sediment transport in the diversion area of  underground hydropower station have great effects on the water-intake and power generation. According to terrain data of the diversion area of the underground power station measured three times from April, 2006 to August, 2011 in the initial impoundment of Three Gorges Project, in association with model test results, the authors investigated the sedimentation and scour in the diversion area, as well as the desilting effect when the desilting outlets were opened. It's believed that since the diversion area was influenced by boundary conditions and flow characteristics, the deposition on the riverbed was accumulated. What's more, the desilting outlets of the underground powerhouse mainly functioned as keeping the water in front of the station clean by producing a scoured funnel, but did little good for the desilting in the whole diversion area. In view of this, further model tests on the sand-flushing effect of the desilting outlets should be carried out. The desilting measures should be refined to guarantee the water diversion safety of the underground hydropower station.
  • DOU Zhen,ZHANG Zeng-fa
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 21-27. https://doi.org/10.3969/j.issn.1001-5485.2012.10.005
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    The submerged dike in the left branch of Zhenjiang-Yangzhong (Zhen-Yang) river reach at Hechang sandbar, which was constructed across the whole section, was the first branch control project in the main branch of Yangtze River. To investigate the effect of submerged dike on the branch evolution at Hechang sandbar, we compared the branch plane, section, split ratio, and channel storage capacity before and after the submerged dike construction, and analyzed the impact of incoming flow and sediment, upstream river regime variation, as well as riverbed boundary conditions on the branch. Last but not the least, we discussed the mechanism of submerged dike influencing on the branch in terms of river resistance variation, relative depth of water diversion, and variation of flow velocity distribution on the upper reaches of the two branches. Results indicate that the submerged dike has restrained the rise of water-diversion ratio in the left branch. Deposition is found to be dominant in the left branch, while giving its way to erosion in the right branch. The anticipated result of the project is materialized in general. The submerged dike is the principal factor leading to a beneficial evolution of the river branch at Hechang sandbar.
  • WATER RESOURCES AND ENVIRONMENT
  • HUANG Zhuo, CAO Xiao-huan, LIU Hong-fang, QIN Shuang
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 28-32. https://doi.org/10.3969/j.issn.1001-5485.2012.10.006
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     In environmental pollution monitoring at present, methods considering only the single index rather than the combined action of pollutants are mostly used which cannot reflect the comprehensive toxicity of pollutants. Taking chlorophyll-a content and optical energy conversion efficiency as indicators, we analyzed the toxicity of combined mercury (Hg) and DiButyl phthalate (DBP) on Scenedesmus quadricauda. Results showed that the chlorophyll fluorescence parameters of Scenedesmus quadricauda were inhibited either by Hg samples, DBP samples, or by joint samples of Hg and DBP. The chlorophyll-a content and optical energy conversion efficiency decreased with the increase of toxicant concentration, showing an obvious dose-response relationship. A conspicuous synergistic effect of Hg-DBP was found on Scenedesmus quadricauda. The results could provide a theoretical basis for monitoring the comprehensive toxicity of pollutants in water. 
  • ZHAI Jun, HAO Jing, XIAO Hai-wen, YU De-xiang, QIN Chuan, LUO Ya-wen
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 33-36. https://doi.org/10.3969/j.issn.1001-5485.2012.10.007
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    The present research aims to provide scientific basis for storm water disaster prevention and storm water drainage planning in urban area. Based on monthly precipitation data from 1892 to 2010 at Shapingba meteorological station in Chongqing, we analyzed the precipitation and the frequencies of different precipitation grading in different statistical periods in the past 119 years through linear trend estimation and analysis of variance (ANOVA). We also discussed the trend of precipitation variation in Chongqing urban area. Results showed that annual precipitation and precipitation in flood seasons increased slightly. Annual precipitation increase mainly concentrated in flood seasons. In addition, in the past three decades, the range of annual variation had an obvious expanding trend, and the frequencies of large precipitation also had been increasing significantly. Particularly in the recent decade, annual precipitation variation in urban area had been more intensive and the frequencies of catastrophic climate in continuous period had been increasing, which exacerbated the pressures on drainage system in flood seasons. 
  • LI Zhi-ping, MA Chao-zhen, LI Shan-shan
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 37-40. https://doi.org/10.3969/j.issn.1001-5485.2012.10.008
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    An assessment of heavy metal contamination along the Taizi River in Liaoning Province was conducted. The contents of heavy metal (Cu, Zn, Pb and Cd) in sediment samples taken from 34 sampling cross-sections along the Taizi River were detected and analyzed. Geoaccumulation Index was employed to assess the heavy metal in sediments of Taizi River. The results revealed high contents of heavy metal in the sediments of upstream sections(Benxi urban area and partial sections of Shenwo Reservoir). Results of geoaccumulation indices showed that Cd accounts for the largest part of pollution, followed by Cu and Pb, whereas no Zn pollution was found. Compared with the situation a decade ago, the heavy metal contamination in the reach of Benxi urban area has been relieved on the whole. The results provide basis for the heavy metal treatment in the Taizi River. 
  • WU Min, LIN Li, HUANG Zhuo
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 41-47. https://doi.org/10.3969/j.issn.1001-5485.2012.10.009
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     The rapid growth of algae, which is a combined result of its physiological characters and environmental factors, contributed largely to the water bloom. Microcystis aeruginosa, a common algae in water bloom, is chosen as the research object to analyze the impacts of environmental factors including nitrogen and phosphorus (concentration, fraction and the ratio of nitrogen to phosphorus), light (light intensity and light period), temperature, pH, salinity, and disturbance at different levels on the algae growth. The analysis is carried out by summarizing experimental researches and theoretical achievements in China and abroad. Environmental conditions favorable for algae growth are summarized as sufficient nutrient, appropriate light and temperature, and slow water flow. Countermeasures to water bloom are presented. Reducing the concentration of nutrient and changing the ratio of nitrogen to phosphorous are believed to be the most efficient approaches of controlling algae. Adjustment of pH, light, salinity and temperature, as well as hydrodynamic approaches are also put forward.
  • ZHANG Guo-yuan
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 48-56. https://doi.org/10.3969/j.issn.1001-5485.2012.10.010
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    Algal bloom in the tributaries has become a severe water quality problem in the Three Gorges Reservoir. It is significant of identifying the mechanism of algal bloom to protect the eco-environment. In this study, the author summarized the research progress, analyzed the mechanism of algal bloom and factors affecting the bloom, and gave some control methods. The results indicated that (1) the bidirectional density current was the most prominent changes caused by the Three Gorges Dam; (2) main factors affecting the algal bloom could be considered to be the nutrients supply mode and the water stable stratification both caused by the density current. In view of this, the only method to eradicate the bloom was advised to be pollution control over the whole upstream of Yangtze River basin. Moreover, reservoir operation to change the density current’s characteristics was also considered to be feasible to control the algal bloom. Further researches and demonstrations in this respect are required.
  • CUI Dong-wen, GUO Rong
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 57-62. https://doi.org/10.3969/j.issn.1001-5485.2012.10.011
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    To evaluate the bearing capacity of water resources objectively, a PNN (probabilistic neural network)-based model was established in line with the evaluation criteria for rational water allocation in water-abundant areas. The model was applied to evaluate the rationality of water allocation in different target years in Wenshan prefecture. Results showed that the water allocation in different target years was between level 3 - level 7, which suggests a basically-rational to rational water allocation. It also indicated that the fairness of water allocation, the efficiency of water consumption and the coordination between utilization and supply needs to be improved. The results largely reflect the status quo and medium-to-long-term condition of water allocation in the prefecture. Moreover, the PNN-based model is superior to the error backpropagation model in terms of classification precision. The model is simple and feasible, with short operation time and no local optimum value, thereby could effectively evaluate the rationality of regional water allocation.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • HE Jin-ping, TU Yuan-yuan, SHI Yu-qun, WU Yun-fang
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 63-67. https://doi.org/10.3969/j.issn.1001-5485.2012.10.012
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    Since the existing mathematical model of single-point monitoring is defective in reflecting the structural behavior of the whole dam and diagnosing dam's abnormal behavior, it's necessary to establish model by relating the data of multiple monitoring points. Based on Bayes Theory of data fusion and taking variance as characteristic parameter, we established a fusion model of diagnosing the abnormal behavior of dam using multi monitoring points, presented the criteria for the model, and provided a project case. As the research shows, the fusion model serves as a new and effective approach for the quantitative description of overall dam behavior and for  the diagnosis of abnormal monitoring points. 
  • DUAN Wen-gang, YANG Wen-jun, WANG Si-ying, LI Li
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 68-72. https://doi.org/10.3969/j.issn.1001-5485.2012.10.013
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    Through indoor model tests, a lightweight embedded erosion capturer was used for the first time to record dynamically the breaking process of a cohesionless earth dam with broadly graded non-uniform sand-gravel. Under constant upstream incoming flow of 30L/s, the erosion process of the dam (at 1m height) and the hydraulic parameters at the breach in overtopping condition were researched. The whole dam-break process was divided into four phases: in the first phase, erosion notch formed and developed, with the downstream slope erosion proceeded slowly; in the second phase, the water fell in multilevel steps and the downstream slope erosion intensified gradually; in the third phase, the multilevel steps developed into a big waterfall and the dam broke rapidly; in the fourth phase, dam erosion slowed down and tended to be stable. Based on the test results, the failure mechanism was preliminarily analyzed, the erosion process was revealed to be unbalanced, and the hydraulic parameters at the breach were of strong unsteady flow character. This research offers technological support for people to reduce damages caused by dam-break and to apply emergent measures. 
  • LI Bo-rong, YANG Geng-she
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 73-77. https://doi.org/10.3969/j.issn.1001-5485.2012.10.014
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    The ranks of geo-hazard vulnerability were firstly determined and qualitative analysis was made by selecting qualitative assessment factors. Based on surveys of the disaster-affected body, the spatio-temporal probability and the vulnerability, the authors calculated the vulnerability and proposed a grading standard. An accumulation landslide in the Qinling-Bashan mountain area was taken as a case study. It is concluded that vulnerability index is a physical quantity that indicates the effect degree of each factor on the vulnerability assessment. It is the quantitative expression of qualitative analysis.
  • DENG Ji-hui, CHEN Bo-lin
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 78-81. https://doi.org/10.3969/j.issn.1001-5485.2012.10.015
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    On account of the lack of practicality in landslide deformation prediction models, a dynamic prediction model was established on the basis of time series analysis, system theory and rock-soil rheology theory. The maximum water level, maximum fluctuation, and maximum drawdown speed between two adjacent monitoring processes were chosen as the main external control variables. The trend item of displacement time sequence was extracted and modeled by moving average method and polynomial function, and the nonlinear relation between deviate item and environmental control variables was modeled by support vector machine. The dynamic model can be constructed according to the response of the deformation to the environmental variables. The method is applied to the deformation prediction of landslide in Three Gorges reservoir area. Result shows that this method not only has strong modeling capability but also has high accuracy and can be used in  project programs.
  • HYDRAULICS
  • WANG Jun-xing, WANG Rui-feng, CHEN Li-qiang, DU Shao-lei
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 82-85. https://doi.org/10.3969/j.issn.1001-5485.2012.10.016
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    Flow regime in the bulkhead gate slot is very complex and the slot is easily damaged because of flow cavitation. We investigated the variation regularity of flow regime, pressure, and cavitation number of the segment near the gate slot through hydraulic model test. The emptying tunnel of Kajiwa Hydropower Station was taken as a case study. Results showed that pressure-flow segment behind the gate could improve the flow regime. When the gate was fully open, no negative pressure appeared in each area, and the possibility of water cavitation was rather low. When the gate was partially open, negative pressure was found in the gate slot and the segment behind the gate, with peak negative pressure on the floor of the gate slot, and high possibility of water cavitation. The water fluctuation was featured by large amplitude and low frequency, which was the characteristics of strong turbulent flow. The results could provide reference for the slot design of high-head deep-hole bulkhead gate.
  • ZHAI Jing-jing, YANG Wei, MAO San-bao
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 86-90. https://doi.org/10.3969/j.issn.1001-5485.2012.10.017
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    Based on the model of Linxi River diversion project, the authors investigated the effect of layout and energy dissipation mode at the outlet of diversion tunnel on the scour, flow velocity, flow pattern and wave surge in the downstream. We designed different layouts and dissipation modes in the tests. Test results showed that adding guidewall on the side of diversion tunnel outlet could effectively prevent the oppress of main stream on the flow at outlet, and prevent the flow from concentration, which is conducive to flow diffusion. Adding baffle pier at the outlet of diversion tunnel could diffuse the flow in lateral, longitudinal, and vertical directions, thereby reducing the backwater height and the erosion and flow velocity in the downstream.
  • ROCK-SOIL ENGINEERING
  • LU Xue-hua, HAN Jun, ZHANG Yi-hu, CHENG Chuan-huan
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 90-97. https://doi.org/10.3969/j.issn.1001-5485.2012.10.018
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    In-situ monitoring data of a hydropower station located in southeast China revealed constant and rapid deformation in the slope at the diversion tunnel outlet. To find out the deformation scope and characteristics, the in-situ monitoring data was analyzed in detail, and in association with the limit equilibrium analysis and 3D numerical simulation, the slope stability was evaluated. Research results indicated that the slope was stable before excavation; but without effective support, soil layer in the quaternary system would slide toward the excavation face after excavation. Deformation of the side slope would develop with time, which means that the deformation scope would extend to the upper part gradually in the absence of in-time support. Suggestions were given as follows: before designing the slope support measures, firstly, more drilling or physical inspection work are needed to detect the scope and depth of quaternary soil layer; secondly, in-situ tests are needed to check the shear strength of the easily-slide quaternary soil and strongly weathered slate layers.
  • LIU Dan-zhu, ZHANG Jia-fa, LI Shao-long, PAN Jia-jun
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 98-101. https://doi.org/10.3969/j.issn.1001-5485.2012.10.019
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    To more authentically simulate the process of soil piping, the probable collapse of soil above piping zone should be taken into account. On the basis of soil arch theory and soil collapse mechanism, methods for judging the stability and the collapse of soil above the piping zone in the dyke of uniform foundation were presented. The numerical simulation method and calculation program were improved. By simulating the process of piping in the dyke of uniform foundation of non-cohesive soil and suspension-type cut-off wall, the rules of piping development in the presence of soil collapse above the piping zone were revealed. At the early stage, soil collapse does not happen; when the piping approaches to the cut-off wall, soil collapse occurs; when the piping bypasses the cut-off wall and develops toward the upstream, soil collapse has great influence on the path of piping. It is shown that the real failure zone would be larger than that in the numerical simulated results regardless of soil collapse. 
  • LI Hai-liang, WU Li-zhou, HUANG Run-qiu, WANG Yu-chuan
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 102-107. https://doi.org/10.3969/j.issn.1001-5485.2012.10.020
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    By constructing two-layer slope models and experiments under artificial rainfall, the water content and the pore water pressure in the nonhomogeneous slope are monitored continuously to obtain their rules of variation. The variations of monitored parameters of the two-layer slope are obtained as follows: (1) The water content and pore water pressure of the heterogeneous slope are not only related with the depth but also the physical properties of soils under steady seepage, which is significantly different from that of homogeneous slope. (2) The response time of the water content and pore water pressure increases with the slope depth. After the rain the water content and the pore water pressure of lower layer decreases more rapidly than that of the upper layer. (3) Under the same rainfall intensity, the water content and the pore water pressure  develop with the duration of rainfall. The response time is earlier if the rainfall intensity is higher, but the time effect is not significant nearby the slope surface. (4) If the slope seepage achieves a steady state during rainfall, the prophase rainfall mainly influences the water content and pore water pressure in the rainfall process. The research serves as a basis for the stability analysis of heterogeneous unsaturated soil slope in infiltration condition. 
  • HYDRAULIC STRUCTURE AND MATERIAL
  • CAO Qiu-lin, CHEN Lei, XU Gang
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 108-113. https://doi.org/10.3969/j.issn.1001-5485.2012.10.021
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    To determine a proper structure for ship lock chamber, we compared the foundation, water head, water delivery system, material source, and construction condition in terms of technique and economy. Subsequently, we made a qualitative and quantitative analysis on preliminary schemes of the structure of a lock chamber through finite element software MARC. Results show that: the integral-style of lock chamber, which has temporary construction joints, has a small displacement, and could adapt to uneven sedimentation. It's convenient to construct and to be applied to soft soil site. The double-hinge style of lock chamber, whose wall acts together with the chassis, could reduce the thickness of chassis base. But the chamber couldn’t well adapt to uneven sedimentation and the base is too thin for reinforcement placement. It's concluded that the integral-type is superior and thus is recommended.
  • ZHANG Ya-kun,HOU Li-li
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 114-117. https://doi.org/10.3969/j.issn.1001-5485.2012.10.022
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    The types and mixing amounts of fiber commonly used in engineering are summarized, and the mechanisms of crack resistance, strength increase, toughness increase, and impermeability of fiber-reinforced concrete are discussed. The applications of fiber-reinforced concrete in hydraulic engineering inclusive of underwater structure, canal lining, anti-scour parts, plate concrete structure, and pavement at construction site are introduced, and future work concerning the research and application of fiber-reinforced concrete are pointed out.
  • INFORMATION TECHNOLOGY APPLICATION
  • WEN Xiong-fei, CHEN Bei-qing, SHEN Shao-hong, XIANG Da-xiang, CAO Bo
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 118-121. https://doi.org/10.3969/j.issn.1001-5485.2012.10.023
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    With the launch of the ZY-1 02C satellite, quantitative evaluation of ZY-1 02C remote sensing imagery is required. The full-color multispectral remote sensing imagery of ZY-1 02C P/MS Sensors was evaluated and was compared with that of the ETM+ imagery of Landsat 7 in terms of waveband, correlation coefficient, and spectral resolution. Imagery captured by ZY-1 02C P/MS Sensors, together with supporting vector machine and neural network algorithm was used to extract water body information. It was found that the imagery quality of ZY-1 02C satellite was superior to that of ETM + imagery in aspects of grey value distribution range, information amount, independence of wavebands, and the ability of extracting different landform information. The ZY-1 02C remote sensing imagery has great prospect of application in water conservancy industry.
  • HAN Wen-jun
    Journal of Changjiang River Scientific Research Institute. 2012, 29(10): 122-126. https://doi.org/10.3969/j.issn.1001-5485.2012.10.024
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    Power line and tower detecting and modeling, as an important problem in the electric power transmission, is getting more and more concerns in recent years. The traditional photogrammetric function is costly and time consuming. LiDAR (Light Detection And Ranging) system provides a new way of data collection and achieved great development in the recent decade, which made it possible of modeling power tower efficiently, nevertheless till now the tower modeling problem is still lack of feasible solution. The author proposed a workflow of modeling the power tower, by utilizing the connection node of line pairs to detect the tower points, while building a 3-D grid to reconstruct the 3-D power tower with the line tracing function on binary grid data. Experiment results vindicate its rationality and validity. The modeling method could be applied to power equipment management, monitoring, and visualization system. 