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01 April 2014, Volume 31 Issue 4
    

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    RIVER-LAKE SEDIMENTATION AND REGULATION
  • LI Jian, YANG Wen-jun, JIN Zhong-wu
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 1-5. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0012014, 31(04):1-5
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    Sediment grain analysis (SGA), as the fundamental work of sediment research, could provide information for river evolution, aquatic ecological environment and geological landforms. In this research, current SGA methods are categorized, the advantages and disadvantages as well as the application scope of each method are assessed, and the calculation principle of each method are summarized. An analysis tool called GRADSTAT is applied to the analysis of bed material sediment samples collected from Minjiang River, and the results show that the sorting of bed material in Minjiang River is inferior, the grain size of sediment decreases along the river, and there are many fine-grained sediments in the downstream bed material because of the interception by upstream reservoirs.
  • WATER RESOURCES AND ENVIRONMENT
  • LI Qing-yun, ZHAO Liang-yuan, LIN Li, WU Min, HUANG Zhuo
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 6-11. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0022014, 31(04):6-11
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    Recent years have witnessed highly-frequent serious sudden water pollution accidents in China. In the present paper, the treatment technologies for sudden water environment pollution accidents (inclusive of toxic organic pollutants pollution, heavy metal pollution, oil spill pollution and biological pollution) and the critical role of hydraulic engineering technologies in such accident treatment are reviewed. Recommendations of long-term measures of ecological restoration after the emergency response are presented. Emergency management, prediction and pre-warning, as well as emergency treatment should be developed comprehensively. This research aims to provide scientific basis for further research of treatment technologies and emergency response for water pollution accidents.
  • LIU Hui-ying, DING Wen-feng, ZHANG Ping-cang
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 12-16. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0032014, 31(04):12-16
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    Trend test methods, including linear regression, accumulated anomaly, Theil-Sen’s estimation and Mann-Kendall trend, were employed to respectively analyze the variation trend and abruption of runoff series measured at Xingshan gauging station in Xiangxi river watershed. Result showed that the annual runoff of Xiangxi watershed was 11.59×108 m3 the annual runoff, spring runoff and autumn runoff decreased remarkably (all passed significant test at 0.05 level) however, the runoff trends in summer and winter were not significant. The abruption of annual runoff appeared in 1989, spring abruption in 1978, autumn abruption occurred in 1989, and winter abruption in 1988 there were 7 abruptions in summer. From 1965 to 1990, runoff and precipitation were consistent, which showed that the runoff variation was well associated with precipitation while since 1991, the runoff decreased with the gradual increase of precipitation, which revealed that human activity has affected runoff and the influence cannot be ignored.
  • LIU Yu-ting, ZHANG Xing-nan, LIU Bo-juan
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 17-20. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0042014, 31(04):17-20
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    The objective of this research is to better reflect the watershed land surface characteristics of computing units in distributed hydrological model. According to selected indexes, the terrain in the studied watershed was classified. On the basis of the classification and the division unit area function of ArcGIS, the optimal drainage area threshold of the studied area in the upstream of Yangtze River is obtained by using improved fitness index method, then the relationship between drainage area threshold and river network density could be determined. Results show that by using improved fitness index method, the simulated river network could reflect the actual river system and is reasonably close to the reality. According to the relationship, the optimal drainage area threshold could be obtained quickly given the blue line network density.
  • WANG Hua-qi, ZHANG Mao-sheng, DANG Xue-ya, ZHENG Chun-miao, DONG Ying, CHANG Liang, HE Shuai-jun
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 21-25. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0052014, 31(04):21-25
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    The Salawusu formation aquifer distributes widely in Mu Us desert which has extremely fragile ecological environment. Avoiding ecological risk in groundwater exploitation becomes a key technological problem. On the platform of ArcGIS, we employ Visual Modflow software and groundwater model (GWM) to build a numerical model of optimal groundwater management for the energy and chemical industry base of north Shaanxi province. The objective of the model is to ensure the maximum exploitation with minimum damage to eco-environment as constraint. Results show that in consideration of the ecological constraints, the exploitation amount is 70.44×104 m3/d, the evaporation decreases by 28.10×104 m3/d compared with the present situation, and the decrease of river discharge is only 4.09% of the present discharge amount. The optimal scheme will protect the ecological integrity, and ensure that the base flow of the river doesn’t decrease moreover, the increase of groundwater exploitation comes from the decreased evaporation. In conclusion, the optimized exploitation scheme is reasonable and feasible, and provides technical support for the water resources utilization in North Shannxi energy and chemical base.
  • FLOOD PREVENTION AND DISASTER REDUCTION
  • YUE Hong-yan, YAO Shi-ming, ZHU Yong-hui, CHEN Dong
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 26-30. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0062014, 31(04):26-30
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    The process of natural and binary riverbank collapse is simulated with compound plastic sand of different particle sizes (adding adhesive of appropriate proportion to the upper layer) through indoor generalized model tests. Test results reveal that the collapse process can be divided into five phases in general: the slope toe is scoured and steepened, and then cracks develop on the shoal surface, in subsequence, slope surface is progressively eroded, followed by riverbank collapse, and equilibrium of riverbank erosion and deposition. During the collapse, sands in the lower layers were scoured and the bank was steepened, then the upper sands collapsed in different types under various conditions. In the presence of equal water discharge, the bank stability during water level drawdown obviously decreased than that during water level raise. This research finding provides theoretical support for the harnessing of embankment collapse, flood protection and disaster reduction.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • LI Fei-ao, LUO Wen-qiang, LIU Xiao-shan, HUANG Li
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 31-34. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0072014, 31(04):31-34
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    At present, time series model for landslide deformation prediction has been univariate model which failed to take the inducing factors of landslide displacement into account. To establish multivariate time series model is necessary. An error correction model (ECM) for landslide deformation trend prediction was established by using multivariate non-stationary time series to comprehensively analyze the landslide’s inducing factors and dynamic displacement changes. The monitoring point ZG93 of Baishuihe landslide in Three Gorges Reservoir area was taken as an example to calculate the prediction errors. Results showed that except for several points, the prediction errors are all controlled in the range of ±2.3%.
  • HYDRAULICS
  • LIU Da, WANG Jun-xing, ZHANG Ying-ying
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 35-38. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0082014, 30(04):35-38
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    The outlet structure of the hydropower station in this research consists of several spillway tunnels for joint flood discharge. It has a large discharge volume and high water head, with narrow river course at the outlet, and the downstream plunge pool is located at the turn of the river. Owing to this, the energy of the discharge is concentrated and the returning of the trajectory nappe is deviated. To address these two problems, we put forward the flip bucket layout suitable for the actual situation by means of large-scale hydraulic model test. By comparing different schemes and considering the overall joint discharge and energy dissipation, we proposed the optimal layout design. It could serve as a reference for similar projects.
  • ROCK-SOIL ENGINEERING
  • YANG Jun, TONG lei, ZHANG Guo-dong, TANG Yun-wei, CHEN Hong-ping
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 39-44. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0092014, 31(04):39-44
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    To research the influence of wet-dry cycles on the shear strength of expansive soil modified by weathered sand, indoor direct shear tests were carried out by quad direct shear apparatus. Before the shear tests, the expansive soils were first mixed with weathered sand in a ratio of 10%, 20%, 30%, 40%, and 50% respectively, and then treated by wet-dry cycles for 0-5 times. Results showed that: 1) after the first wet-dry cycle, internal friction angle increased slightly. As the number of wet-dry cycle increased, the internal friction angle gradually decreased and finally became stable. With the increase of wet-dry cycles, cohesion decreased in a quadratic function. 2) Shear strength declined with the increase of wet-dry cycles. The decline reached the maximum in the second and third cycles, and then gradually mitigated and finally stabilized. When the mix rate of weathered sand was 30%, the shear strength of expansive soil reached the maximum, and the attenuation of shear strength induced by wet-dry cycles could be effectively alleviated. Moreover, the sensibility of modified expansive soil to seasonal climate change could be reduced, and the project safety is ensured.
  • PENG Wen-ming, YAO Lei
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 45-47. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0102014, 31(04):45-47
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    The calculation of shallow and deep slide-resistant stability of dam involving foundation surface and weak structural planes is very complex. On the basis of conventional method for double failure faces, the principle of equal safety coefficient was adopted to derive the nonlinear equations for stability analysis, and an iterative solution was proposed based on the characteristics of these equations. The assumptions in this solution are in line with the general requirements of current specifications and industry designs. Calculation example of a gravity dam verified the feasibility and accuracy of this solution.
  • LIU Wen-hua
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 48-51. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0112014, 31(04):48-51
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    The uneven foundation of a piling engineering project, which is composed of loose fill and mid-weathered mudstone, needs treatment due to uneven settlement of the project. The initial consideration is to improve the soil foundation, but the range of improvement is difficult to determine. In view of this, stability calculation is carried out for the built body by using numerical simulation method. Results reveal that only parts of the soil foundation needed to be reinforced without changing the whole soil foundation. The stability of the built body was greatly improved by reinforcing parts of the soil foundation. The analysis results in this paper provide meaningful reference for similar projects.
  • FENG Xi-xia, WU Ai-qing, LU Bo
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 52-58. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0122014, 31(04):52-58
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    Discontinuous deformation analysis (DDA) is a dynamic calculation method implicitly solved, and the block kinematics is obtained by adding or subtracting stiff springs at the contact positions where no tension and no inter-penetration is required. On the basis of an analysis model for block contact iterations, the theoretical formula of the body contact displacement in static condition is deduced, and is verified by contact force calculation. According to the formula, the interrelation between deformation modulus, spring stiffness, time step and contact displacement is researched quantitatively. When deformation modulus and spring stiffness are certain, the variation of contact displacement with time step is obtained. By establishing a simple mechanics model of the block system, the process of the open-close iteration with DDA is analyzed. This research proves that the strategy of using time step to adjust and speed up the open-close iterative convergence proposed by Dr. Shi Genhua is reasonable and efficient. It also reveals the basic rule of determining DDA’s each parameter, and promotes the practical engineering application of DDA.

  • ROCK-SOIL ENGINEERING
  • WEN Sen, KONG Qing-mei
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 59-62. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0132014, 31(04):59-62
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    The cutterhead of tunnel boring machine(TBM) working in jointed rock mass is likely to be jammed. In order to reduce the loss, risk assessment is necessary. Whether the cutterhead is jammed or not depends on the relationship between torque and resistance torque. The magnitude of resistance torque depends on the height of collapse. According to the randomicity of collapse height and the theory of probability, a formula for calculating the probability of cutterhead jamming is established. Meanwhile, according to the magnitude of resistance torque and cutterhead’s parameters, the consequences of cutterhead jamming is divided into five ranks. On the basis of probability and consequence ranks, risk assessment matrix for TBM cutterhead is proposed. The research results are verified reasonable by practical example.
  • CAO Ling, WANG Zhi-jian
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 63-67. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0142014, 31(04):63-67
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    In order to find out the evolvement regularity of surface cracks in soil due to drying shrinkage, an analysis system of crack’s parameters was developed by using MATLAB. Through binarization, crack restoration, noise reduction and skeleton extraction, the morphological parameters of cracks, such as crack rate, length, width, width grading and fractal dimension, were computed by further recognition methods. Through this system, the non-destructive, continuous and dynamic recognition of cracks, as well as the rapid and accurate quantitative analysis of morphological parameters were achieved. Moreover, this system offered a reliable basis for the analysis of dynamic evolvement of cracks. It can be used in slope stability analysis, environmental pollution-control and many other areas.
  • DING Lin, YAO Wei-ming, LI Tong-chun, ZHAO Kai-wei
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 68-71. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0152014, 31(04):68-71
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    Extrusion side wall as a construction technique used in the upstream slope of rock-fill dam with concrete panel has been widely used in many projects. To understand the static and dynamic effect of extruded side wall acting on the rock-fill dam with concrete panel, 2-D models of typical section of a concrete-faced rockfill dam are built, which contain the real extruded side wall and the extruded side wall with an equivalent thickness. The stress state and deformation state using the original construction method and the extruded side wall technique are compared and analyzed by non-linear finite element calculation. The rationality of extruded side wall’s approximate treatment with an equivalent thickness is verified. Moreover, the effect of extruded side wall on the stress and deformation of panel and rock-fill body is researched. It’s concluded that extruded side wall reduces the deflection deformation and stress of panel during construction finishing period and impounding period, but has no apparent impact on rock-fill body. It makes the project safer and more economical, and is worth popularization.
  • YANG Yue-shu, XIA Zhen-yao, XIAO Hai, JIA Feng-gang, HU Mo-zhen, DENG Li
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 72-76. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0162014, 31(04):72-76
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    To improve slope stability, the influence of root content in soil on the shear strength of soil is researched. Indigofera amblyantha and purple soil are chosen as research objects. The shear strength of Indigofera amblyantha root-soil composite are researched in the presence of different root contents (0.0 g, 0.1 g, 0.2 g/60 cm3, 0.3 g, 0.4 g, 0.5 g, 0.6 g, 0.7 g, and 0.8 g per 60 cm3). Results show that Indigofera amblyantha root-soil composite obeys the Mohr-Coulomb strength failure criterion. The shear strength of samples with roots is larger than those without roots, which suggests that roots increase the shear strength of root-soil composite. Under the same normal stress, the shear strength increases firstly and then decreases with the increase of root content. There is an optimum value of root content between 0.3 g - 0.5 g per 60 cm3 which provides the maximum shear strength of Indigofera amblyantha root-soil composite. This research offers reference for the ecological protection of slope and purple soil stability in Three Gorges reservoir area.
  • HYDRAULIC STRUCTURE AND MATEIAL
  • DU Peng , YAO Yan, WANG Ling, CAO Yin
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 77-84. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0172014, 31(04):77-84
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    Alternate variation in ambient temperature around water freezing point would cause serious physical damages to concrete structure, such as crack, breakage and surface scaling, and would affect concrete’s mechanics performance or even results in the loss of concrete’s practical function. Cyclic freeze-thaw has been recognized as one of the most primary factors leading to concrete deterioration, and therefore the prediction of concrete’s service life under freeze-thaw damage has become a research priority. The definition of concrete’s service life varies with its specific function, and accordingly researchers have developed some basic methods and evaluation criteria to predict its life-span. Significant progress has been achieved in this area, manifested not only by more intensive studies on the mechanisms and the models of single freeze-thaw factor damage, but also by more extensive researches on service life prediction under the impact of coupling action of freeze-thaw cycles in combination with other environmental and mechanical factors. Moreover, computer programming together with mathematical simulation techniques is playing an increasingly important role in the research on service life prediction, and could be adopted to direct the durability design according to the requirement of expected time-in-service.
  • LI Na, ZHANG Bin, HE Xian-feng, GAO Yu-qin
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 85-88. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0182014, 31(04):85-88
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    The variations of cemented sand and gravel(CSG) material’s compressive strength and elastic modulus against age were researched through uniaxial compression tests. The relations respectively between age and compressive strength, age and elastic modulus were obtained by regression analysis on the test data. Results showed that the compressive strength and elastic modulus of CSG material increased along with age the elastic modulus was smaller than that of ordinary concrete, and increased rapidly in the early stage(in first 14 days) before the growth slowed down. This research could be a reference for the engineering application and technical design of CSG material.
  • INSTRUMENTATION DEVELOPMENT OF WATER CONSERVANCY PROJECTS
  • XU Bing, XU Bing, CAO Guo-fu
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 89-92. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0192014, 31(04):89-92
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    The relationship between temperature and electrical resistance for C30 ordinary concrete (Portland cement concrete) and C30 steel slag concrete is investigated in detail. On the basis of monitoring data obtained from non-stress meters, it was found that in both ordinary concrete and steel slag concrete, the temperate is linearly related to the electrical resistance. To be specific, in ordinary concrete the temperate is inversely proportional to electrical resistance while in steel slag concrete the temperate is proportional to electrical resistance. The above findings can be explained by the principles of non-stress meter and non-stress deformation of concrete in association with least-squares-fitted curve of monitoring data as follows: the temperature is inversely proportional to electrical resistance when the thermal expansion coefficient of concrete aggregate is smaller than the temperature correction (compensation) factor of non-stress meter, and vice versa.
  • CONSTRUCTION AND MANAGEMENT OF WATER CONSERVANCY PROJECTS
  • WU Peng-fei, SUN Kai-chang, TIAN Bin
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 93-96. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0202014, 31(04):93-96
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    To strengthen the safety management for hydroproject construction and to prevent and control accidents, the construction safety risk was analyzed by using structural equation modeling. A theoretical model which contains 4 latent variables and 12 observed variables concerning the construction safety was established based on structural equation. The coefficients were calculated by using AMOS 17.0. Twelve path coefficients and six correlation coefficients were obtained. The path coefficients respectively between company influence and company organization, construction site and technical measures, personnel quality and personnel training, as well as safety management and safety supervision were 3.03, 1.36, 1.36, 1.00, indicating strong connection between the factors. Measures inclusive of improving company influence, company organization, supervision mechanism, strict safety training and education were proposed. This research could be a reference for the reasonable safety assessment system in engineering construction.
  • MONOGRAPH ON THE CONSTRUCTION OF UNDERGROUND WATER-SEALED OLL STORAGE CAVERN
  • GAO Zhi-hua, HE Zhen, ZHAO Xiao, LI Yang, CAI Xin-hua
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 97-103. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0212014, 31(04):97-103
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    Underground oil storage in rock caverns became one of the widely-used oil storage facilities owing to its good performance. But due to its characteristic of permeability without leakage, drainage and oil-water separation are required for the operation in the late period. Excessive permeability would increase the running cost and bring about negative effects on its long-term security. On the basis of surrounding rock’s good condition, the permeability resistance of shotcrete increased by adding S95 ground granulated blast-furnace slag without reducing shotcrete’s basic properties. The long-term durability of shotcrete is improved, and the operation cost of underground oil storage caverns is reduced. The influence of slag ratio on setting time and working performance of shotcrete is analyzed so as to optimize the mix proportion of basic concrete. The compressive strength, rebound ratio, bond strength and anti-permeability performance of the slag-mixed shotcrete are researched. Results showed that: 1) slag delayed the setting time of shotcrete slightly, but had no adverse effect on shotcrete’s rebound ratio and bond strength 2) slag improved concrete’s workability, further reduced shotcrete’s water-cement ratio, and enhanced the performance of shotcrete in later stage 3) shotcrete mixed with slag displayed good anti-permeability performance for early self-compacting properties and secondary hydration.
  • LI Peng, ZHAO Xiao, JIN Xiao-nan, SUN Peng-ju
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 104-108. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0222014, 31(04):104-108
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    The selection of a reasonable blasting method is one of the key issues in the construction of large underground water-sealed caverns. Through field blasting test, blasting vibration monitoring, sound wave detection before and after blasting, as well as macroscopic investigation after blasting, we compared and analyzed the advantages and disadvantages of two blasting methods: deep hole bench blasting plus pre-splitting blasting, and horizontal shallow hole blasting plus smooth blasting. Results indicate that the blasting vibration and surrounding rock damage of the former method are greater than those of the latter, but still in controllable range and both methods meet the requirements of underground water-sealed cavern excavation molding. It’s concluded that the former method can be used for the excavation of large underground water-sealed caverns, but the drilling accuracy, single delay charge weight, charge diameter and charge structure should be strictly controlled. The latter method suits the excavation which requires strict control of blasting vibration or with poor rock mass .
  • WEI Wei-zhong, WANG Jun, ZENG Xian-ren, LIU Yao, ZHANG Wen-hui
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 109-113. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0232014, 31(04):109-113
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    The zero waste principle in lean thinking is applied to the construction of Huangdao underground oil storage project in rock caverns. A management mode named “6S” inclusive of SEIRI, SEITON, SEISO, SEITETSU, SHITSUKE, and SECURITY is implemented in the construction site management. Value stream is emphasized in the whole process, and the values of building owners are maximized. Results reveal that “6S” management mode for engineering construction under the lean thinking is evidently prior to traditional management. The rate of good quality doubled, the building materials inventory rate reduced by 95%, the construction personnel is reduced by 50%, the construction period is shortened by 5% and the profit is increased by 10%.
  • LI Jun-yan, WANG Jing-kui, CHEN Xiang, LIU Ming-xue, PENG Zhen-hua, KANG Xiang-yang, YAO Yuan-tao
    Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 114-118. https://doi.org/10.3969/j.issn.1001-5485.2014.04.0242014, 31(04):114-118
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    The functional relationship between landslide probability and its impact factors is researched through statistics analysis under logistic regression model and the certainty factor (CF) of a landslide along a pipeline project. The hazard zoning map is obtained according to the level of landslide risk by using GIS technology. First, the certainty factor of occurring landslide is calculated according to the area of occurred disasters in impact factor subset and the area of impact factor subset. In subsequence, with the possibility of landslide as dependent variable and the certainty factor in subset as independent variable, the functional relationship under logistic regression model is found out. Then, the landslide probability p is calculated and the research area is divided into 5 sub-areas according to risk levels, and the risk zoning map is given. Finally, the risk zoning result is evaluated based on landslide distribution data. The result shows that the hazard zonation method based on logistic regression model and certainty factor for landslide is effective and is suitable for the risk zoning of landslide along pipeline project.