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01 September 2019, Volume 36 Issue 9
    

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    SPECIAL CONTRIBUTION
  • WANG Xin-cai, WU Min
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 1-5. https://doi.org/10.11988/ckyyb.20190297
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    Danjiangkou Reservoir is the water source for the Middle Route of South-to-North Water Transfer Project. The project has been running safely and steadily since it was put into operation. However, due to the large area and wide scope of Danjiangkou Reservoir’s water source area, which involves Shaanxi, Henan and Hubei provinces, there are still some urgent management problems needed to be solved. Such problems include:(1)Management of the reservoir is weak. For example, management facilities are insufficient, funding for the protection and management lacks regular implementation, and difficulties for management of large-scale fluctuation zones after dam heightening and periodic dispatching are still challenging. (2) Water quality of some tributaries still has not reached standards and the loads of total nitrogen from tributaries are as high as 2~10 mg/L. For instance,the Shending River and Sihe River were polluted seriously, and the water quality ranked class-Ⅴ or even inferior class-Ⅴ from 2017 to 2018. (3) The system and mechanism for reservoir protection and management are still unclear, and the relevant laws and regulations are unsatisfactory. To tackle these prominent problems, we propose to build necessary management facilities, increase protection and management funding. We also put forward the standardized protection and utilization mode of water-level-fluctuation zone, clarify the supervision and management measures for water quality improvement for tributaries, and give some measures for reducing the total nitrogen load. We recommend to formulate and promulgate relevant laws and regulations, such as the Protection and Management Regulations for the Water Source Areas of the Middle Route of South-to-North Water Transfer Project as soon as possible.
  • WATER RESOURCES AND ENVIRONMENT
  • YE Yu-shi, CHEN Jin, XU Ji-jun, WANG Dong, YIN Da-cong
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 6-11,22. https://doi.org/10.11988/ckyyb.20180401
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    According to the water quality monitoring data obtained from our field survey in the source regions of the Yangtze River and Nujiang River in 2016, we analyzed the physicochemical parameters, nitrogen and phosphorus content and form in water body of rivers and lakes in the source regions, and evaluated the nutrient limitations of nitrogen and phosphorus in rivers and lakes using stoichiometric approach. Results demonstrated that the total nitrogen (TN) content in water body of rivers and lakes in the study area ranged from 0.475 to 0.956 mg/L, ranking between class II and III of surface water quality standard; the total phosphorus (TP) content ranged from 0.006 to 0.017 mg/L, ranking between class Ⅰand II of surface water quality standard. Nitrate nitrogen (NO3--N) which accounted for 43.5%-85.5% of TN was the main component of nitrogen in water body of rivers and lakes and contributed more to TN pollution in the source regions of the Yangtze River and Nujiang River. The stoichiometric ratio of nitrogen and phosphorus (m(TN)∶m(TP)) in water body of rivers and lakes of the Yangtze River and Nujiang River was between 33.7 and 79.3, indicating that phosphorus was the limiting nutrient for the growth of phytoplankton in water body of rivers and lakes in the source regions of the Yangtze River and Nujiang River. The research findings offer data support for revealing the eutrophication process and water eco-environment protection in the water body of rivers and lakes in the source regions in the Qinghai-Tibet Plateau.
  • MU Jin, ZHAO Cui-wei
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 12-17,28. https://doi.org/10.11988/ckyyb.20180066
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    The vulnerability of water resources in Guiyang City in 2000-2015 was evaluated using Analytic Hierarchy Process (AHP) in GIS platform. An index system in aspects of exposure, sensitivity, and adaptability for the evaluation was established.Research findings suggest that the vulnerability of water resources in Guiyang City differed remarkably in spatial scale, with vulnerability intensifying and also weakening coexisted. From 2000 to 2015, the vulnerability developed from being high in the middle and south and low in surrounding areas towards low in the north while high in the south. In Yunyan district, Nanming district, Baiyun district, Wudang district, Guanshan Lake district and Huaxi district,the vulnerability of water resources has intensified evidently, among which Guanshan Lake district, Huaxi district and Wudang district witnessed the most remarkable changes. In Qingzhen city, Xiuwen county, Xifeng county, and Kaiyang county, the vulnerability of water resources mostly weakened. The results offer reference for the sustainable and healthy development of social economy and the rational utilization of water resources in Guiyang.
  • ZHANG Ling-ling, LIU Li-zao, ZHANG Yu-ping
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 18-22. https://doi.org/10.11988/ckyyb.20181145
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    Enhanced floating treatment wetland (EFTW) with biofilm carriers is a new ecological restoration technology developed in recent years. In this study, three kinds of biofilm carriers were added into traditional floating treatment wetland (FTW). Their purifying effects on high phosphorus-concentration aquaculture water and aquaculture pond water in Shanghai were examined. Results elucidated that in high phosphorus-concentration (2.36-3.42 mg/L) aquaculture water, the average removal rates of TN, TP and COD were 34.9%, 12.2% and 26.1%, respectively, with no significant difference among the three treatment groups; in aquaculture pond water in Shanghai with average polluted level, EFTW with elastic packing had the best ability of purifying TN and TP with the removal rate reaching 83.9% and 69.3%, respectively, followed by EFTW with combined packing and EFTW with bio-cord packing. The removal rates of COD and NH4+-N by the three treatment systems all exceeded 70%. In conclusion, EFTW with elastic packing can be applied to the ecological restoration project in freshwater aquaculture ponds in Shanghai.
  • HU Yuan, LIN Li, HU Yan-ping, LI Rui
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 23-28. https://doi.org/10.11988/ckyyb.20180145
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    Soil washing is an effective approach for the remediation of heavy metal contaminated soil. Soil washing agent is a crucial factor which directly affects the efficiency of washing. We examined the performances of four washing agents, inclusive of acetic acid, citric acid, CaCl2, and FeCl3, in purifying farmland soil slightly contaminated by Cadmium (Cd) and the influential factors. We found that the effect of FeCl3 is the optimum, followed by citric acid, acetic acid, and CaCl2 in sequence.The H+ hydrolyzed from the exchange between Fe3+ from FeCl3 solution and Cd2+ from the soil stimulated the dissolution of carbonate bounded form of Cd; Cl- together with Cd2+ could also form a stable chelate. In optimized operation condition (solid-liquid ratio at 1∶5, and washing for 4 hours), the maximum removal rate of Cd was 30.24%, 24.62%,24.82%, and 81.90% by acetic acid, citric acid, CaCl2, and FeCl3, respectively. The pH value of soil had large impact on the washing effect. Apart from CaCl2,the washing effects of the other three washing agents all declined with the rising of pH value within 2.5-5.0, among which the washing effect of FeCl3 underwent the most severe decline.
  • ZHAO Gang, WANG Mao-mei, XU Yi, SHU Shi, CAI Jun
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 29-33. https://doi.org/10.11988/ckyyb.20171435
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    Submersed macrophyte, as a priliminary producer of lake ecosystems, have important environmental functions in fixing bottom sediment, preventing sediment resuspension, and purifying water quality. Probing into the distribution, community structure and succession law of submersed macrophyte in lake is of vital importance in protecting and restoring lake water eco-environment. Traditional investigation methods are inefficient, and will also cause damages to the submersed macrophytes. In view of this, by employing dual-frequency identification sonar (DIDSON) which could obtain clear image in turbid and dark water, we acquired the underwater images of four typical submersed macrophytes in Gonghu bay of Taihu Lake in different seasons on the premise of not disturbing submersed macrophytes. Furthermore, we extracted the coverage of submersed macrophytes through post-processing. Results manifested that the coverages of submersed macrophytes in Lake Taihu acquired by DIDSON were close to the results by traditional methods, and DIDSON is more convenient and efficient. The research results provide support for lake water eco-environment restoration.
  • LIU Zhi-ming, ZHOU Zhen-zhong, WANG Yong-qiang, HONG Xiao-feng
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 34-39. https://doi.org/10.11988/ckyyb.20180212
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    Research on the carrying capacity of water resources involves comprehensive evaluation and prediction and analysis. With Yichang City as a case study, we assessed the comprehensive carrying capacity of a composite system including water resources subsystem, social economy subsystem, and ecology subsystem. Firstly we predicted the carrying capacity of water resources in target years 2020, 2025, and 2030 using GM(1,1) model. Furthermore, we examined the sustainability of social economic development pattern under four scenarios based on analysis of the uncertainty of the prediction results in line with the Most Strict Water Resources Management Policy and the River Chief System. Research findings unveiled that the carrying capacity of water resources in Yichang is good in future, reaching degree Ⅰ around 2025. Under scenario three, in which sewage declines, river water quality improves, eco-environmental water use and forest cover remain increasing, the social economic development is well sustainable. Thus, we propose that social economy development should be coordinate with ecological environment protection.
  • YIN Xiao-ai, JIANG Bo, HONG Jiang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 40-45. https://doi.org/10.11988/ckyyb.20171437
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    The purpose of this study is to reveal the spatial distribution of water quality in Caohai Lake watershed, and to provide a theoretical basis for pollution prevention and rational development in Caohai Lake watershed. Water samples were collected from different sections of the lake and were tested to identify major pollutants in line with Environmental Quality Standards for Surface Water (GB 3838-2002). Furthermore the water quality of Caohai Lake was evaluated. Results showed that the concentrations of DO, CODMn, CODCr and TP of Caohai Lake in wet season are higher than those in dry season, and other pollutants are also lower in dry season. CODMn, CODCr and TP have greatest impact on water quality, among which CODMn and CODCr are two major standard-exceeding indexes. In general, the water quality in the area between pier and lake center is the worst, and the water quality at the outlet of the lake is also inferior. The water quality of Caohai Lake is generally between Ⅳ-class and Ⅴ-class. Treating Ⅳ-class water, expanding Ⅲ-class waters, and reducing Ⅴ-class water area is of great significance for improving the water quality of Caohai watershed.
  • WEI Xing,ZHOU Jin-long,ZENG Yan-yan,FENG Shu-tong,WANG Yan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 46-50,63. https://doi.org/10.11988/ckyyb.20180225
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    Due to high demand of water resources posed by rapid socio-economic development, the exploitation of groundwater depth experienced periods of critical overexploitation (2000 to 2006), intensifying overexploitation (2007 to 2011), and stable high overexploitation (2012 to 2015). Linear trend analysis of groundwater depth during the aforementioned three periods elucidated that the groundwater depth of all monitoring wells continued to decline. From 2000 to 2011, the drawdown of groundwater level in the study area accelerated in general, and from 2012 to 2015, the decline attenuated. The long-term overexploitation of groundwater had made groundwater depth in piedmont sloping plain declined by 4.10-12.67 m, and in alluvial plain declined by 9.07-22.26 m, threatening the natural ecology. Stepwise regression analysis showed that the groundwater depth was negatively correlated with runoff and positively correlated with groundwater exploitation, and both were the comprehensive reflection of groundwater recharge and discharge in the study area. The continuous drawdown of groundwater level was caused by the joint action of the reduction of groundwater recharge and the increase of groundwater exploitation intensity.
  • WATER-SOIL CONSERVATION AND ECO-CONSTRUCTION
  • HAN Ji-chong, YU Shu-lin, YANG Qing-lin, SHAO Huai-yong, LIU En-qin
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 51-57. https://doi.org/10.11988/ckyyb.20180301
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    The spatial patterns and dynamic changes of vegetation coverage in the upper reaches of the Yangtze River Basin from 1999 to 2015 are studied through trend analysis based on SPOT NDVI, meteorological data, and digital elevation model. The dynamics of vegetation coverage varying with climate is studied using the partial correlation coefficient method from a single pixel scale; the response of vegetation coverage to climate change and topographic factors in the overall spatial pattern is expounded from a static perspective using a grid method. Results reveal good overall vegetation coverage in the study area, distributing in a gradient from the east to the west with high-coverage areas accounting for 66.14% of the total area. From a dynamic point of view, the response of vegetation coverage to temperature and precipitation changes is of strong spatial heterogeneity. Qualitatively, the dynamic response of vegetation cover to temperature and precipitation changes differs in various regions. From a static point of view, vegetation coverage displays evident nonlinear relation with temperature, precipitation, elevation and slope in a threshold. The response of vegetation coverage is remarkable in the west, while unapparent in the east. The research findings will offer scientific basis for the formulation of comprehensive vegetation management and land resource management adapting to climate and topography.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • YAN Hong-bo, ZHOU Bin, LU Xian-jian, LIU Hai-feng
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 58-63. https://doi.org/10.11988/ckyyb.20180160
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    A prediction model of dam deformation monitoring data integrating Ensemble Empirical Mode Decomposition (EEMD), Genetic Algorithm (GA) and Back Propagation (BP) neural network is built to tackle the unstable performance and the drift of measured value of automatic monitoring data of dam deformation. The EEMD is used to extract the low-frequency signals which reflect the true deformation of dam and to remove the noise and outliers in the data of the automatic monitoring system; the GA-optimized BP neural network is employed to learn and extrapolate the real signals. The model-predicted deformation values are compared with measured values and also predicted values of some other methods in terms of residual error. Case study demonstrates that the proposed model could improve the prediction accuracy of dam deformation effectively.
  • ZHOU Wen-bing, LIU Jin-feng, YUAN Dong, SUN Hao, LIU Dao-chuan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 64-70. https://doi.org/10.11988/ckyyb.20180205
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    In this paper, the operation status of check dams in the midstream of Bailong River and their control effects on debris flow are examined through field investigation and experiment analysis. Results reveal that: (1) Some debris flow gullies in the study area are faced with severe situation of debris flow control. The storage capacities of some gullies are insufficient, and the check dams are severely damaged. (2) Investigation on the slope gradient of debris flow in the upstream suggest that check dam has a good silting function. An empirical formula for the silting slope gradient is established for this region: I=(0.4~0.85)I0. (3) On the basis of obtaining the grain size of sediment of the debris flow, the ratio of average particle size and the ratio of bulk density of the sediment are established to describe the control effect on debris flow. Check dam has good sorting function for debris flow particles, but its regulating effect on the density of debris flow is unapparent, and the critical particle size is still hard to determine. In addition,some suggestions are put forward to tackle some engineering problems.
  • YANG Bo, PEI Xiang-jun, YANG Zhi-qiang, LUO Lu-guang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 71-76. https://doi.org/10.11988/ckyyb.20180073
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    Extensively developed in the high and cold mountainous areas in west China, granular soil slopes give rise to disaster chains accompanied with collapses and debris flows. The scale of such disaster chain is closely related with the debris yield rate of granular soil slope. With the Sino-Pakistan highway and the Tianshan highway as case study, we investigated the debris yield rate by comparing the point-cloud data in different time periods via 3D laser scanning approach, and further built a monitoring and results of early-warning model to obtain the cleaning time intervals and the criteria of early-warning levels. By comparing the predicted early-warning levels of five granular soil slopes, we found that the predicted results are in general consistent with in situ survey results. The research findings can be taken as reference for estimating the cleaning time duration and the design of prevention and control of granular soil slopes.
  • HYDRAULICS
  • DU Lan, XU Xue-wen, HUANG Guo-bing
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 77-80. https://doi.org/10.11988/ckyyb.20180265
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    The aim of this research is to investigate the adverse impact of heavy rainfall caused by water wing of slit-type bucket at the end of spillway. Parameters which could reflect the hazard degree of water wing are analyzed via model test. These parameters include the distance from water-wing-affected area to bucket outlet, the area enveloped by rainfall intensity contours, the elliptic shape coefficient, and the elliptic skewness coefficient. An expression of hazard intensity of water wing is also established to calculate and examine the measured rainfall intensity in the model test. Results findings suggest that when the Froude number of incoming flow increases and the angle of bottom plate decreases, the damage degree of water wing to spillway decays but to the downstream areas intensifies; when the contraction ratio of the slit-type bucket decreases, the damage degree of water wing to both the spillway and the downstream area intensifies. The research findings can be used to quantitatively evaluate the hazard intensity of water wing in physical model test and provide theoretical support for the selection of bucket shape parameters.
  • HUANG Chao-xuan, DING Xi-nan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 81-85,98. https://doi.org/10.11988/ckyyb.20180134
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    In view of the inferior anti-scouring performance of closure gap of sea dyke in silt soft soil beach, we established the basic hydraulic calculation equation for the closure gap of sea dyke based on hydraulics theory and water balance principle. It is a nonlinear ordinary differential equation with precise analytical solution hardly obtained under normal condition. We can firstly obtain the numerical solution using the classic four-order Runge-Kutta method and MATLAB numerical software. In subsequence, we employed the sine function to fit the variation of the ocean tide position, and the quadratic function to fit the relation between storage capacity of closure area and water level. In association with numerical equivalent analysis and calculation experiences, we present the approximate analytic algorithm between the maximum water level difference and the width of closure gap. Engineering case study demonstrated that the numerical algorithm presented in this article meets practical application requirements.
  • ROCK-SOIL ENGINEERING
  • LI Mei, WANG Yan-li, TAN Fan, ZHANG Ting
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 86-91. https://doi.org/10.11988/ckyyb.20181137
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    In order to study the dynamic characteristics of feldspar sandstone rockfill materials in earth-rock dam project, we tested the dynamic modulus and damping ratio of feldspar sandstone rockfill materials of a face rockfill dam using large multi-function static dynamic triaxial apparatus. Through the test we obtained the influence of confining pressure on the maximum dynamic modulus, dynamic shear modulus ratio and damping ratio, and further determined the dynamic modulus and damping ratio of three kinds of rockfill materials, namely, main rockfill, transition material and cushion layer based on Hardin-Drnevich model. Results elucidated that the dynamic modulus declined gradually with the increase of dynamic strain; the maximum dynamic modulus increased with the rising of confining pressure; the dynamic shear modulus ratio of the three materials shrank with the increase of dynamic shear strain, and such shrinkage attenuated with the rising of effective consolidating confining pressure, which is consistent with the Hardin-Drnevich formula. The damping ratio augmented with the increase of dynamic shear strain, but reduced with the rising of confining pressure, which can also be described by the modified Hardin-Drnevich formula suggested in the paper. The research findings offer theoretical basis for seismic design and dynamic stability evaluation of earth-rock dams.
  • XIAO Lin-chao, CHEN Wen-qiang, YAO Wen-min, XIONG Shuang, ZENG Jiang-bo
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 92-98. https://doi.org/10.11988/ckyyb.20180102
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    In line with the upper-bound limit analysis method and strength reduction technic, a method of optimizing the position of stabilizing piles in reinforcing construction solid waste (CSW) landfill slopes is proposed through genetic algorithm combined with nonlinear programming SQP (Sequence Quadratic Program) to determine the optimal position of stabilizing piles. A CSW landfill slope in Shenzhen is taken as the case slope. Research results evince that at a given required safety factor, the location of stabilizing piles have remarkable impact on the anti-sliding force, the pile length above slip surface and the critical slip surface. In addition, the anti-sliding force, the pile length above slip surface and the range of critical slip surface under heavy rain condition are greater than those under natural condition. Moreover, the local stability of the case slope is discussed. The optimal locations of stabilizing piles for the case slope under natural and heavy rain conditions are around the position where ε=0.3 and 0.6, respectively. The results offer technical guidance and theoretical support for the optimal design of the position of stabilizing piles in CSW landfill slopes.
  • JIANG Yan, YANG Guang-hua, SUN Shu-kai, JIA Kai, LI Ze-yuan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 99-103. https://doi.org/10.11988/ckyyb.20171485
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    According to a total of 299 sets of soft soil test results collected from actual projects in Nansha District of Guangzhou, the basic physical and mechanical indexes of soft soil in Nansha are analyzed and classified corresponding to different moisture content intervals of soft soil. The relationships of strength index and deformation index against moisture content of soft soil are given and the results are compared with those of soft soil in Hengqin area, Zhuhai City. Results reveal that at given moisture content, the compressive modulus, direct shear cohesion and direct shear internal friction angle of soft soil from Hengqin are lower than those from Nansha, indicating that the indexes of soft soil in Nansha are superior. With the increase of moisture content, the compressive modulus and direct shear cohesion of soft soils both from Nansha and Hengqin display a consistent decreasing trend; however, direct shear internal friction angle exhibits different trends — direct shear internal friction angle of soft soil from Nansha fluctuates with no obvious reduction, while that from Hengqin declines evidently. In addition, the statistical ranges of soft soil indexes in different moisture content intervals are also given for reference for soft soil engineering design in Nansha and Hengqin.
  • ZENG Jiang-bo,ZHANG Hai-kuan,YAO Wen-min,XIAO Lin-chao
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 104-109. https://doi.org/10.11988/ckyyb.20180188
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    Despite that the stability of landfill slope has been receiving increasing concern from all fields, the spacing of stabilizing piles in the landfill slope has not been widely researched, not to mention the influence of groundwater on pile spacing. In view of this, we investigated the maximum spacing of stabilizing piles in landfill slope in two conditions (in the presence and in the absence of groundwater) in the light of the unified strength theory. Firstly, we employed GEO-STUDIO to searching for the potential sliding surfaces of landfill slope in the aforementioned two conditions, acquired the thrust distribution behind the stabilizing piles, and built a soil arch model between piles. Subsequently, we deduced the calculation formula of maximum spacing of piles based on the strength condition and equilibrium condition in the unified strength theory. Finally, we determined the maximum spacing of piles on the basis of studying the interaction among sliding bodies in the multilayer landfill slope. The calculation results illustrated that in the presence of groundwater, the volume of the sliding body and the residual thrust of the slope are larger than those in the absence of groundwater; but the stability coefficient and the maximum pile spacing are smaller. In addition, we applied the calculation formula proposed in this paper to a landfill slope in Shenzhen, and results demonstrated that the formula could serve as reference for determining the maximum pile spacing in multilayer landfill slope.
  • ZHANG Shuai, XIAO Zhao-ran, ZHAO Xian-qiang, JIANG Min-min
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 110-114,120. https://doi.org/10.11988/ckyyb.20180936
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    The impacts of pile length on end resistance of jacking pile, surrounding earth pressure after unloading, and bearing capacity of double piles were investigated through indoor model test of jacking double piles in modera-tely dense sand. Pile length in this paper is defined as the total length buried in sand when pile jacking is finished.Results demonstrated that the pressed end’s resistance of both piles increased approximately linearly with the deepening of pile jacking; at depth 600 mm at the finish of pile jacking, the end resistance of pile 1# (which is pressed firstly) was larger than that of pile 2# (referring to the pile pressed later) by about 0.2%, indicating that the end resistance of two piles reached the extreme value at this depth. Given the same pile length, the surrounding earth pressure of pile 1# before the sinking of pile 2# was about 90% of that of pile 2#; after the unloading of pile 2#, the surrounding earth pressure of pile 2# was about 2~3 times of that of pile 1#, and in the meantime increased with the increasing of embedded depth of pressure gauge. However, at the same buried depth, the surrounding earth pressure of the two piles both decreased with the increase of pile length. The ultimate bearing capacity of pile in single pile test was higher than that of pile 1# in double pile test by about 2%~5%, but such increment attenuated with the increasing of pile length. The ultimate bearing capacity of double pile system in no consideration of pile interaction was about twice times of single pile. The research findings are of engineering significance in further clarifying the interaction mechanism between piles and improving the bearing capacity of double piles.
  • WU Kai,YANG Xue-lian,LI Jia
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 115-120. https://doi.org/10.11988/ckyyb.20180147
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    To tackle the time-consuming heavy workload in optimizing the supporting parameters for large caverns, an intelligent optimization method is proposed by combining differential evolution algorithm (DE) and the least squares support vector machine (LSSVM). The learning samples are produced by orthogonal design and FLAC3D numerical simulation, and the optimal parameters of LSSVM are determined in global ranges by DE algorithm. Thus, the LSSVM with optimal parameters are used to describe the nonlinear relationship between supporting parameters and evaluation index. The DE algorithm is used again to search for the optimal supporting parameters in global ranges. The present method is applied to optimize the supporting parameters of underground caverns, and results demonstrate that the optimization method is of good application value in optimizing the supporting parameters of large underground caverns.
  • ZHOU Hai-qing, LI Can,WANG Ru-hong, PENG Guo-yuan, SONG Qiang-hui
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 121-124. https://doi.org/10.11988/ckyyb.20180221
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    The correlation of stress paths in natural rock and soil during loading is a basic characteristic of rock and soil material. At present, there is no clear study proving that the discrete element particle set also has stress path correlation, which impairs the reliability of simulating natural rock and soil using discrete element method. In view of this, we construct a set of particles with intergranular cementation in the PFC2D particle discrete element software and further simulate many groups of dual-axial compression test on the discrete element particle sets by a self-developed program which could simulate different stress paths through a customized Fish language. The simulation results suggest that discrete element particle sets are also of stress path correlation. In the condition of the same bonding strength between particles and under the same confining pressure, the peak strength of particle sets induced by stress path of declining confining pressure is smaller than that by unchanged confining pressure. Under the influence of different stress paths, the discrete element particle sets vary in strength characteristics and failure characteristics, which is similar to those of real rock materials, indicating that discrete element particles can be used to simulate natural geotechnical materials.
  • DU Zhen-jiang, LIU Wu-chao, YANG Yong-qi
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 125-130. https://doi.org/10.11988/ckyyb.20190176
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    The purpose of this research is to obtain the shear performance of scrap tire strip-loess mixture, thus improving the recycled utilization through optimizing the dosage and shape parameter of scrap tire strip. Indoor shear tests were conducted on large-scale direct shear apparatus Shear Trac-Ⅲ. The dosage of scrap tire strips were designed at 0%, 10%, 20%, 30%, 100%, and the length-width ratio of scrap tire strip at 1, 2, 4, and 8 to examine the influences of dosage and shape parameter on the shear strength of the mixture. Results revealed that except for plain soil and soil mixture with 10% of scrap tire strip, the mixture specimens all displayed strain hardening behavior. Increments in dosage and length-width ratio of scrap tire strip had evident impact on improving cohesion, but small impact on internal friction angle. Within the test range, the optimal dosage of scrap tire strip is 20%. At this dosage, the cohesion of soil mixture increased by 56.5% compared with that of plain soil. Under normal stress of 24 kPa and 48 kPa, the soil mixture had large shear strength when the optimal length-width ratio was 4, while under normal stress of 96 kPa and 144 kPa,large shear strength can be achieved when the length-width ratio equaled 2. The shear strength of scrap tire strip-loess mixture was up to 22% higher than that of plain soil, indicating a remarkable amelioration of loess by using scrap tire strips.
  • ZHAO Shou-yong
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 131-135,141. https://doi.org/10.11988/ckyyb.20171365
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    Deep underground rock is often subjected to the coupled actions of temperature field, seepage field and stress field. In this paper, the thermal-hydro-mechanical coupling characteristics of clay rock are studied via experimental and theoretical approaches. First of all, triaxial compression tests were conducted at different temperatures to reveal the relationship among temperature, deformation, and permeability as follows: high temperature deteriorated the internal structure of clay rock in a qualitative sense by degrading peak strength and raising strain deformation; permeability coefficient firstly declined and then increased along with deformation, and decreased slightly in post-peak stage, respectively corresponding to three stages (volumetric strain compression hardening stage, dilatancy hardening stage, and dilatancy softening stage), with the turning point of volumetric deformation implying the acceleration of permeability; under 50 ℃, the permeability of clay rock reduced with the climbing of temperature, while increased when above 50 ℃, with the real damage developing rapidly. On the basis of such experimental results, a constitutive damage model of clay rock under thermal-hydro-mechanical coupling effect was established, and was verified by experimental results.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • TAO Zhe, WANG Rui-jun, LI Yang, FU Teng-huan, HE Xiao-ying
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 136-141. https://doi.org/10.11988/ckyyb.20180087
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    In an attempt to understand the influence of recycled coarse aggregate on the properties of recycled concrete subjected to sulphate erosion, we probed into the changes in mass loss rate, elongation rate, relative dynamic elastic modulus, and sulfate ion diffusion depth of recycled concrete under the combined actions of drying-wetting cycles and sulphate erosion. Research findings demonstrated that the mass loss rate of recycled concrete with 100% recycled coarse aggregate was the largest, reaching 0.35%. The decline of relative dynamic elastic modulus can be divided into three stages: uniform decline stage, slow transition stage, and accelerated falling stage. The elongation of the specimen increased gradually with the increase of erosion age, and such increment accelerated. During the test, sulfate ions gradually diffused into the specimen, and as the content of recycled coarse aggregate increased, the erosion damage became faster and more apparent.The research findings offer reference for determining the dosage of recycled coarse aggregate in practical engineering.
  • DONG Wei, SU Ying, LIN Yan-jie, XIAO Yang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 142-145. https://doi.org/10.11988/ckyyb.20180901
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    Adding fly ash in recycled concrete accords with the concept of “The 13th Five-Year Green Development Plan”. The reasonable use of fly ash and recycled aggregate wastes is of great significance for economy and environment. In this research, we designed recycled concrete specimens dosed with different content of fly ash (0%, 15%, 25%, 35% and 45%) to investigate the rule of carbonization of recycled concrete mixed with fly ash. Results demonstrate that the carbonization depth of concrete is in positive relation with carbonizing age and fly ash content; the coefficient of CO2 diffusion is in a linear functional relation with fly ash content. Moreover, we built a prediction model for carbonization depth based on the coefficient of CO2 diffusion.
  • ZHANG Rong-ling,WAN Tong, KANG Jian, LI Yan-sheng, MA Jiao-jiao, ZHAO Wen-bin
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 146-149,160. https://doi.org/10.11988/ckyyb.20180200
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    Severe climate conditions in northwest China, such as drought, insufficient rain, large evaporation and large temperature difference between day and night are liable to lead to concrete cracking. Reasonable curing method provides necessary temperature and humidity conditions during concrete hardening and enhances the cracking resistance of concrete. In order to obtain the effect of curing method on the crack resistance of concrete in arid climate, we made a statistical analysis on the crack width, crack time, crack length and crack number of concretes. Results demonstrated that dry shrinkage cracks would occur after detaching the mold plates unless proper curing measures are taken. Under severe weather conditions, conventional curing measures such as plastic film wrapping and sprinkler curing could not meet the temperature and humidity conditions required for concrete hardening, resulting in poor crack resistance. Steam curing could effectively prevent early cracking of concrete, reduce the number of cracks and inhibit the development of crack width, and improve the crack resistance of concrete.
  • FANG Ran,PANG Jian-yong,HUANG Jin-kun, YAO Wei-jing,WANG Ling-yan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 150-154. https://doi.org/10.11988/ckyyb.20171393
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    As the waste of power plant,widely distributed ultra-fine fly ash is of small modulus of fineness, hence improves the fluidity and groutability of cement slurry by mixing with cement. In this paper, orthogonal tests were carried out with water cement ratio, ultra-fine fly ash content and sodium silicate content as main factors. The physical properties such as gelation time, viscosity and stone rate of the slurry were determined. On the basis of range analysis, variance analysis and regression analysis results, a new type of fly ash cement slurry with controllable gelling time was developed, and the formula of predicting gelling time was regressed. Finally, the groutability of the slurry is examined through model test. The research findings demonstrate that ultra-fine fly ash cement slurry with water cement ratio as 0.8, ultra-fine fly ash dosage 70%, and sodium silicate content 15% is of fast gellation and good viscosity, and better grouting performance compared with ordinary cement slurry.
  • INFORMATION TECHNOLOGY APPLICATION
  • WU Peng-fei, LIU Lin, QIAO Xiao, ZHOU Jie, LIU Jin-tao, LI Xiao-peng, HAN Xiao-le
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 155-160. https://doi.org/10.11988/ckyyb.20180236
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    The accuracy and resolution of the Digital Elevation Model (DEM) affect the results of terrain analysis, and such effect is particularly evident in plateau and high mountains. With a hillside slope in the Duodigou watershed which is a sub-basin of the Lhasa River Basin as study object, we examined the abilities of three types of DEM data in reflecting the real terrain of typical profiles. As the analysis shows, in the high mountains of the Qinghai-Tibet Plateau, the SRTM and ASTER GDEM data have overestimated the elevation of the bottom of the valley and lost terrain features, while the DEM obtained using LiDAR (Light Detection And Ranging) technology can accurately reflect the actual terrain. We elaborated the terrain features, inclusive of slope gradient, plane curvatures and profile curvatures, of LiDAR DEMs of eight resolutions (1 m, 2 m, 5 m, 10 m, 15 m, 20 m, 25 m, 30 m) by means of local variance. We found that DEMs of low resolutions have lost much topographical information in high mountains, causing attenuations of the terrain and changes in the microtopography of hillsides. In order to avoid the distortion in high mountain areas, we further gave the minimum resolution for studies of slopes or curvatures. The resolution of DEMs used in slope studies should be higher than 5 m, and the optimal resolution for curvature studies is 1 m. The study has shown that the use of LiDAR technology to extract high-resolution DEMs has a promising application prospect in high mountains of the Qinghai-Tibet Plateau.
  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES
  • WU Peng, YANG Jiang, WANG Min
    Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 161-166. https://doi.org/10.11988/ckyyb.20181238
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    The fluctuation of groundwater level and reservoir water level is closely related to human’s social life. Currently adopted water level gauge usually results in inaccurate measurements. In order to reduce the adverse impacts caused by manual operation, we built an embedded remote water level monitoring system using B/S architecture to accomplish 24 hours real-time monitoring, data storage, and remote data download and inquiry with the measurement resolution reaching 1 mm and the measurement accuracy within 2 cm. The system can be used for single point monitoring, and also distributed multi-point regional monitoring. Experiments have proved that the present water level monitoring system could accomplish long-term stable water level observation, and could meet the demands of most water level monitoring fields.