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01 July 2022, Volume 39 Issue 7
    

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  • Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 0-0.
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  • SPECIAL CONTRIBUTION
  • XU Ji-jun, CHEN Shu
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 1-6. https://doi.org/10.11988/ckyyb.20211375
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    Protecting and utilizing the water resources in Yangtze River Basin has seen many problems and difficulties. In view of this,we discussed the paths of reconstructing and improving the management system and mechanism in the new era. To break the system and mechanism barriers in sustainable development,the management of water resources in the Yangtze River Basin should conform to the integrity and complexity of the basin. In the framework of coordination across the basin,we recommend to 1)build a sound system which integrates unified and separate management with overall linkage and interactions to forge a governance community for the basin with multiple stakeholders;2)enhance the mechanisms of diversified ecological compensation,cross-provincial river-lake-chief supervision,unified dispatch and management of controlling water projects,as well as spatial control and market operation. With such endeavors,the governance of water resources in Yangtze River Basin is expected to be further modernized.
  • COMPREHENSIVE MANAGEMENT OF RIVER BASIN
  • TANG Jian, LI Shan-de, SHA Zhi-gui, CAO Hui-qun
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 7-12. https://doi.org/10.11988/ckyyb.20210238
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    To strengthen the overall planning and coordination of river basins and improve the level of joint management and great protection of rivers and lakes are problems to be solved in implementing the river chief system. By summarizing the progresses of river chief system and analyzing the demand for overall planning, we put forward suggestions on enhancing the capacity of overall planning and coordination for major river basins as follows: (1) the current water related management law can be revised, the legislation of large rivers and lakes protection promoted; regulation for river basin protection and guidance for joint prevention and control should be promulgated for trans-provincial rivers and lakes. (2) Inter-ministerial cooperation should be deepened through the inter-ministerial joint meeting platform, and basin cooperation should be facilitated by establishing and improving the “basin management organization in association with provincial river chief office”; regional cooperation can be fostered by employing and assigning personnel among provincial river chief offices in the basin. (3) A unified planning, unified standard and joint implementation mechanism can be built throughout the basin. (4) The inter-ministerial joint meeting office should supervise and inspect the overall planning of major river basins, and the investigation results can be taken as annual comprehensive evaluation basis for provincial leaders. (5) Inter-ministerial cooperation can be carried out for watershed monitoring and information sharing; water-related big data center can be built by basin management organizations; joint monitoring of provincial boundaries can be conducted between provincial river chief offices of adjacent provinces. (6) Ecological compensation should be regraded as the key issue of inter-ministerial cooperation, and basin management organizations should participate in ecological management.
  • RIVER-LAKE PROTECTION AND REGULATION
  • HUANG Jian-cheng, HUANG Xue-ying, ZHOU Yin-jun, GAO Yu
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 13-16. https://doi.org/10.11988/ckyyb.20210559
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    Since the Xinglong Hydrojunction Project on Hanjiang River was put into operation in 2013,the water level in the middle and dry seasons downstream near the dam site has decreased to varying degrees compared to that before the construction of the dam. By 2018,the dry water level has dropped by 1.67 m to the maximum,resulting in insufficient water depth of the ship lock threshold and affecting the smooth passage of ships. Having analyzed the measured hydrology,geology,and riverbed topography data of the river segment,we looked into the causes and preventive measures of the water level drawdown. Results reveal that the downward erosion and widening of flat riverbed induced by the discharge of clear water and the easily eroded riverbed sand are main causes of the drop of middle and low water levels in the downstream of dam site. We propose some engineering measures such as protecting the bottom of flat beach channel in the downstream near the dam site and constructing submerged dams to prevent riverbed from erosion and to appropriately raise the low water level of the river channel. In the meantime,we recommend to construct water diversion project from the Yangtze River to the Hanjiang River as soon as possible to increase the flow of water in the middle and lower reaches of the Hanjiang River in low water period in the purpose of fundamentally solving the problem of ships passing the gate and the adverse impacts caused by the water level drawdown.
  • WATER RESOURCES
  • XIE Shuai, LIN Hang, WANG Yong-qiang, XU Ji-jun, CHEN Jin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 17-22. https://doi.org/10.11988/ckyyb.20210373
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    Evaluating the available amount of rainwater resources is a crucial part of utilizing rainwater resources in solving the water problems in the process of urbanization.In order to support the utilization of rainwater resources in the Guanlan River basin in Shenzhen,we calculated the amount,the theoretical potential and the practical potential of rainwater resources in different typical years based on the daily rainfall data of Shenzhen from 1984 to 2018 by using a calculation method based on classifying the types of underlying surface.Results demonstrate that the Guanlan River basin has a large potential in the utilization of rainwater resources,with the theoretical potential in normal flow year reaching 374 million m3 and the practical potential at a 70% control rate of total annual runoff amounting to 242 million m3.Under equivalent rainfall conditions,the underlying surface and the urban construction conditions both exert remarkable influence on the available rainwater resources.Expanding underlying surface area such as landscaping area and water area and raising the control rate of total annual runoff are conducive to improving the practical potential of available rainwater resources.
  • HUANG Lei, GOU Qing-song, HAN Xuan, HOU Ze-ming, DENG Xing-bo
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 23-28. https://doi.org/10.11988/ckyyb.20211040
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    Zoning of the water-richness of aquifer is an important prerequisite for the rational development of groundwater resources.To address the over-reliance on hydrogeological drilling data and the uncertainty of influencing factors in traditional water-richness evaluation,an indicator system and its corresponding grading standard were established via analyses on the influence factors of water-richness in association with magnetotelluric sounding results.The typical mining area of desert steppe in Inner Mongolia was taken as the research area.Based on the advantages of unascertained measurement theory,the index weights were determined by combining fuzzy analytic hierarchy process (FAHP) and entropy weight (EW).A comprehensive evaluation model of aquifer's water-richness was built.The evaluation results were further visualized with the help of GIS spatial information fusion function.Finally,the accuracy of the evaluation results was verified by surface nuclear magnetic resonance (SNMR).The results demonstrated the rationality,effectiveness and practicality of the present evaluation method,which offers a reference for evaluating the water-richness of aquifer in desert steppe.
  • MIAO Zheng-wei, LU Mei, DING Zhi-hong
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 29-35. https://doi.org/10.11988/ckyyb.20210284
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    The causes of runoff changes in the upper reaches of Hutuo River were analyzed to clarify the driving force of runoff evolution and furthermore to promote the sustainable utilization of water resources.Based on the one-parameter Budyko-type equation,the influencing factors of runoff are divided into two categories:aridity index and catchment properties.First,the time-varying Budyko-type equations were derived to describe the temporal variations in catchment properties via the time-varying parameters in the Budyko-type equations.In subsequence,the long-term trends in climatic variables were modeled using time as an explanatory variable.Finally,the impacts of aridity index and catchment properties on runoff were decomposed at annual scale and multi-year scale.The research results demonstrated that:(1) Time-varying Budyko-type equations improve remarkably the fitting capability for the upper reaches of Hutuo River basin.(2) In terms of quantifying the impacts between two periods of multiple years,the results based on the time-varying Budyko-type equations are similar to the Budyko-type equations with fixed parameter,implying that the time-varying Budyko-type equations proposed in this paper is reliable.(3) The contribution rate of aridity index decreased from 86.79% to 71.01%,while the contribution rate of catchment properties increased from 13.21% to 28.09%.Therefore,aridity index is the dominant factor of runoff reduction in the upper reaches of Hutuo River basin.(4) The apparent weakening of the influence of aridity index on annual runoff constitutes the major cause of increment in the contribution of catchment properties to the annual runoff change.In conclusion,the significant reduction of runoff in the upper reaches of Hutuo River is mainly caused by the change of aridity index,i.e.,precipitation and potential evapotranspiration.
  • WATER ENVIRONMENT AND WATER ECOLOGY
  • CHEN Hao, JING Zheng, NI Zhi-wei, LUO Hui-ping, LUO Ping-an, LI Qing-yun
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 36-44. https://doi.org/10.11988/ckyyb.20210272
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    The middle route of South-to-North Water Diversion Project (SNWDP) is an important water source for Beijing,Tianjin,Hebei Province and Henan Province.Water quality safety is of essential importance for the stable operation and optimal management of the project.The changes of nine water quality indicators in 25 cross-sections of the main canal of the middle route of SNWDP were analyzed to investigate the water quality condition and spatiotemporal variation characteristics of the main canal.The major water quality indicators were identified,and the similarity of water quality changes among cross sections was discriminated via principal component analysis and cluster analysis.Evaluation and zoning of water quality was also carried out to provide decision-making reference and optimization suggestions for water quality protection and management.The nine water quality indicators were reduced to four by the principal component analysis,and the first four principal components could reflect 80.23% of the original environmental information,of which the degree of oxygen consumption and acidification trend should be paid special attentions.Moreover,the main canal was divided into four segments by cluster analysis.By comparing the differences in water quality indicators among each segment,the key water quality indicators in each segment were identified.The research findings offer a theoretical basis for the protection and management of water quality in the middle route of South-to-North Water Diversion Project.
  • WATER-RELATED DISASTERS
  • LI Da-ming, MENG Zheng, LI Yan-qing, CHEN Shuo, BU Shi-long, WANG Teng-fei
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 45-51. https://doi.org/10.11988/ckyyb.20210250
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    With the one-dimensional and two-dimensional unsteady flow equations as the governing equations,a one-dimensional and two-dimensional coupled flood evolution mathematical model is established to study the flood routing in Xianxian County using finite volume method for discretization based on the topographic data of Xianxian County and the hydrological data of Hutuo River Basin. The model is verified by using the water level data of Hutuo River under the current flood capacity,and the results are basically consistent. In the case of flood inflow of 10-,20-,and 50-year return period,the simulation calculation was carried out,and the opening time of different entrance gates and the water level process of major sections of the river are obtained through simulation. The dike height at main positions of the river channel is compared with the flood height,and the time when the floodplain water level reaches the maximum are compared. Rresults reveal that the water level at major positions of the river has increased obviously with the increasing of return period. In particular,in the case of floods with the return period over 20 years,the water level of river channel in the downstream of Yaozhuang is gradually higher than the embankment height,leading to overflow of the embankment. The research findings offer basis for flood control decision in future.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • WU Chang-hong, JIANG Xing-yuan, YANG Yi, YAN Yan, REN Yi, WANG Zhong-mei
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 52-58. https://doi.org/10.11988/ckyyb.20210349
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    The submergence ratio of landslide is an important factor that affects the generation and propagation of landslide-generated surge wave.The effects of slide scale,sliding velocity,and water depth on surge wave properties are investigated via indoor physical modelling of a granular landslide based on orthogonal test.The research findings are presented as follows:(1)In the case of entire submergence of landslide body,the head wave is featured with large amplitude,gentle wave fronts and steep wave rears and a symmetrical wave profile both to the vertical and the horizontal axes,propagating in a “creeping” state.In the case of partial submergence of the sliding body,the surge waves feature obvious head wave crests,sharp initial form,a symmetrical wave profile to the vertical axis,and no obvious valley.(2)A method of classifying wave type is proposed based on the relationship between unit-width volume ratio R and Froude number Fr.The types of landslide-generated waves are divided into stokes-like waves,cnoidal-or solitary-like waves,and bore-like waves.The dividing equations are defined.(3)A predictive model for maximum wave amplitude is obtained in consideration of parameter R.Four cases of landslide surge are taken to verify the reliability of the model,and the calculated results are found to be in good agreement with experimental data.The research findings are of referential value for predicting the landslide-generated wave in both deep water and shallow water.
  • CAO En-hua, BAO Teng-fei, HU Shao-pei, YUAN Rong-yao, YAN Tao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 59-65. https://doi.org/10.11988/ckyyb.20210276
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    Traditional statistical models are of weak generalization capability and are prone to introduce high-dimensional variables,which will negatively affect the output of neural network-based prediction models and increase the risk of overfitting.It is necessary to build a data-driven model with appropriate dimensionality to accomplish accurate monitoring of dam deformation.In this paper,extreme learning machine(ELM)is selected as the base prediction model,and a variable selection method based on mean impact value(MIV)-ELM model is proposed to eliminate redundant information in the initial variable set,thus reducing the model's complexity and improving the prediction accuracy.Analysis results demonstrate that compared with traditional prediction models,HST-MIV-ELM not only has the highest prediction accuracy and robustness,but also has strong scalability.The study provides a reliable theoretical basis for the construction of dam safety monitoring system.
  • HYDRAULICS
  • XUE A-qiang, FU Jian-jun, XIAO Hao-bo, CHEN Gang
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 66-70. https://doi.org/10.11988/ckyyb.20210547
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    Traditional flood dispatching methods are usually targeted at the optimal scheduling of gate to meet the hydraulic requirements for a single flow with no consideration of the continuity of the opening or closing of gate,or even the repeated opening or closing operation between different flows,which makes the management more complex.In this paper,a novel flood dispatching mode of one-way continuous opening or closing of the gate in the presence of flows from small to large rate or from large to small rate is put forward for the Hanjiang Gushan navigation and power junction.In the model test,the opening combination of the gate shall be adjusted repeatedly between different flows so that the opening number of the gate corresponds to that of the previous and next flow rate.The flow at the bottom edge of the curved gate should be free to avoid submerging the bottom edge of the gate so as to reduce the vibration of the gate caused by the fluctuation of water flow.Indicators such as the flow pattern of outflow gate and the scour depth shall also meet requirements.The proposed flood dispatching method is simple to operate and runs safely.
  • WANG Yin, FU Yi-da, WANG Chun-ling, ZHANG Jie, XU Ming, JI Yong
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 71-77. https://doi.org/10.11988/ckyyb.20210256
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    Forces on cylinder in stratified flow environment differs notably with those in uniform density flow due to the opposite velocity directions of two layers.A splitter plate deployed upstream of the cylinder in uniform density flow with its frontal face normal to the wave propagation is employed to explore the reduction of forces on an erected cylindrical pile.A 3-D numerical wave flume model is established to investigate the reduction of forces acting on cylinder through Large-Eddy Simulation (LES) approach.Results unveil that splitter plate has prominent influence on the force distribution of the pile in the upper layer,but hardly any effect on the counterpart in the lower layer.The pattern of vortex structure behind the splitter plate plays a fundamental role in reducing the drag forces on pile.Key parameters blockage ratio l/D and plate position ratio s/D characterize the feature of vortex structure around the pile.The reduction effect is quantified by forces reduction ratio BR,and an empirical formula between BR and s/l is fitted by regression analysis.The parameters of splitter plate should be controlled at an appropriate level to prevent from over-reduction.
  • ROCK-SOIL ENGINEERING
  • WANG Xie-qun, KUANG Wen-zhuang, HAN Zhong, ZOU Wei-lie
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 78-86. https://doi.org/10.11988/ckyyb.20210166
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    The decompression effect of expanded polystyrene (EPS) buffer layer in cantilever retaining wall was examined when the expansive soil expands due to rainfall infiltration. The expansion characteristics of Nanyang expansive soil were tested to determine its expansion coefficient under lateral and vertical loads. On this basis, the expansive soil-EPS buffer layer-cantilever retaining wall system was numerically simulated using ABAQUS to explore the influences of EPS buffer layer (thickness, elastic modulus, and interface friction) on the stress and deformation of the system. Numerical results indicate that EPS buffer layer effectively reduces the lateral pressure on the cantilever retaining wall and changes the distribution of soil pressure on the wall back. The EPS buffer layer with larger thickness and lower elastic modulus has better effect. The friction between EPS buffer layer, wall and expansive soil affects the distribution of lateral pressure on the wall, but does not affect the resultant force of the lateral pressure. In addition, the compression stiffness of EPS buffer layer is inversely proportional to its load reduction performance.
  • ZHONG Zhi-hui, YANG Guang-hua, ZHANG Yu-cheng, WEN Yong, GUAN Da-shu
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 87-92. https://doi.org/10.11988/ckyyb.20210151
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    In line with the mathematical principle, the generalized potential theory transforms the stress-strain relationship in the main space into stress-strain relationship in six-dimensional stress-strain space, thus establishing the constitutive model of rock and soil materials which has clear mathematical basis and fewer physical assumptions. However, few researches have been conducted to apply the constitutive model of generalized potential theory to large-scale numerical analysis software, let alone the numerical calculation and verification in the six-dimensional stress-strain space. In view of this, the multiple potential surface model and the double potential surface model of the generalized potential theory are introduced, and the elasto-plastic matrices of the two models used in numerical calculation are analyzed in detail. Two double potential surface models (the Similar Cam-clay model without dilatancy and the Similar Cam-clay model with dilatancy) are taken as examples to develop the model in numerical analysis software FLAC3D. The developed constitutive models are calculated and analyzed in the six-dimensional stress-strain space of FLAC3D. Comparison of the results of numerical calculation with the results of laboratory triaxial tests reveals high computational accuracy of the constitutive model of generalized potential theory in the six-dimensional stress-strain space, thus verifying the scientific nature of the theoretical model and the correctness of the development software.
  • MA Wen-jun, ZENG Ya-wu, YE Yang
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 93-101. https://doi.org/10.11988/ckyyb.20210275
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    A series of compression crushing tests,quasi-static as well as dynamic loading and unloading tests were carried out to study the contact mechanical properties of marble spheres of 60 mm diameter.The elastic deformation of compressed marble spheres lasts shortly,while elastoplastic deformation dominates.With the increase of quasi-static loading and unloading cycles,the cumulative plastic deformation,the slope of contact stiffness-displacement curve,and the equivalent restitution coefficient of the marble spheres all increase gradually,and finally approach a stable value.The development of cumulative plastic deformation of marble spheres under dynamic cyclic loading can be divided into three stages:initial stage,constant velocity stage,and accelerated stage.The larger the upper limit load and load amplitude,the larger the plastic deformation in the initial stage,and the more cycles required for the cumulative plastic deformation curve to reach the constant velocity stage.The damping ratio at the beginning of dynamic loading increases apparently with the increasing of upper limit load and load amplitude;but such effect gradually weakens with the proceeding of the cyclic loading and unloading.The conclusion of this paper can be used as a reference for studying the stress and deformation characteristics of rock granular materials.
  • ZHU Yao-liang, YU Jin, FU Xiao-qiang, REN Chong-hong, YAO Wei, LIU Xue-ying
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 102-109. https://doi.org/10.11988/ckyyb.20210543
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    To study the dynamic constitutive model of rock in consideration of high-temperature damage,a novel modeling method is proposed.This model contains a fractured body and a damaged body connected in series with each other.Dynamic compression tests on granite were carried out with Split-Hopkinson pressure bar under temperature of 25-600 ℃.Results demonstrate that the dynamic peak stress of granite decreases with the climbing of temperature,while the elastic modulus firstly increases and then decreases.The pore characteristics of rock induced by high temperature can be reflected quantitatively by nuclear magnetic resonance test,and the T2 spectrum area displays an exponential growth with the rising of temperature.The adaptability of the proposed model is verified by the dynamic compression tests,and the correlation between theoretical and experimental data is over 0.98.The shape of compaction stage of stress-strain curve is controlled by parameters a and b of fracture body,of which parameter a has a larger influence.
  • HUO Zhi-tao, LI Gao, WANG Li, ZHAN Qing-hua, LI Yu
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 110-117. https://doi.org/10.11988/ckyyb.20210211
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    Rainfall is a crucial causative factor of landslide.In previous studies,water saturation is usually taken as the criterion for landslide occurrence;as a matter of fact,however,most landslides are still in an unsaturated state when they occur.The response of landslide deformation to changes in water content is investigated to further reveal the mechanism of rainfall-induced landslides.The correlation between soil moisture content and rainfall-induced landslides is examined through various methods inclusive of field monitoring,field model tests and indoor soil column infiltration tests.The results manifest that:1) The change rate of water content is a key indicator of rainfall-induced landslides.Due to rainfall impact,the rate of water content increment peaks and then results in the instability and damage of landslide.2) Rainfall process in the early stage is an important factor which affects the rate of water content change.The water content of soil is prone to surge under high-frequency rainfall after a prolonged drought.3) Heavy rainfall is the key influencing factor for the increase in the change rate of water content.Under the same initial conditions,the greater the rainfall intensity,the greater the change rate of water content,and the faster the change rate of water content reaches peak.
  • CHANG Xin-ke, WU Shun-chuan, CHENG Hai-yong, FU Xin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 118-125. https://doi.org/10.11988/ckyyb.20210249
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    To reveal the failure mode and crack propagation law of rock under different stresses, we carried out loading tests under different loading paths on fine sandstone using uniaxial compression, fixed-angle compression shear, and Brazilian splitting methods. We collected the acoustic emission(AE) full-waveform of the samples in the whole loading process and denoised the original waveform by using the wavelet threshold denoising method. Through fast Fourier transform, we obtained the frequency spectrum characteristics of the signals. By analyzing the temporal and spatial evolution of the full-waveform, dominant frequency (DF), and secondary dominant frequency (SDF), we subdivided the signal frequency into three levels, namely, low frequency (10-70 kHz), intermediate frequency (70-120 kHz), and high frequency (120-180 kHz), and revealed the process of rock failure and instability. The results indicated that the full-waveform of AE varied greatly under different loading methods. The change of amplitude was closely related to the gradual process of rock damage. Under equivalent loading method, the DF and SDF of AE are of self-similarity and their evolution law are relatively consistent. The SDF was more sensitive to the fracture development state. The low frequency signals reflected an inherent property of fine sandstone failure, irrelevant to the loading methods and test methods. Only the intermediate frequency and the high frequency of AE signals corresponded to the shear slip process and shear failure mode respectively.
  • XIE Wan-dong, LIN You-gao, WANG Zheng-liang
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 126-130. https://doi.org/10.11988/ckyyb.20210205
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    The standard system,design procedures,routine practices and other aspects of deep excavations design in Hong Kong SAR (Special Administrative Region) and Macau SAR of China and overseas regions are quite different from those in Mainland China. Based on the design practices of deep excavations in Barra Transportation Hub in Macau SAR,the design of deep excavation support in overseas projects is introduced in detail,including determination of the embedded depth of diaphragm wall,downward extension of diaphragm walls in hard rocks,strut system,structural calculation,verification of stability against overturning,etc. The stipulations of deep excavation design in British Standard and the standard of Hong Kong SAR are compared with those provided in the standards of Mainland China. During desk study,numerical modeling was adopted to calculate the force and deformation of bracing system of excavation; during construction,numerical method was also adopted for back analysis and predictions based on filed monitoring data,which guaranteed smooth construction.
  • DING Gao-jun, WU Guang-huai, MING Wei, JIANG Ji-wei
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 131-136. https://doi.org/10.11988/ckyyb.20210184
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    The constraint conditions of filler on construction plane of embankment filling vary remarkably for each part. In particular, the compaction of soft-rock filler with low particle strength and weak structural lock effect is higher close to the center than that close to both sides. We carried out experimental study on an embankment project with sandy mudstone filler, and the results manifested that: 1) the measured compaction degrees of filler close to the center and both sides are not lower than 0.95 and 0.93, respectively, which meets the compaction requirements of embankment for second class highway, yet still with some difference; 2) large-scale triaxial consolidated-drained test was conducted on the rolled filler collected on site at the compaction degree of 0.95 and 0.93, respectively, and the results revealed stable cohesion and larger friction angle of sample at 0.95 compaction degree than that at 0.93 compaction degree by 13%; 3) in large strain process, the volumetric strain was generally irrelevant with confine pressure at the compaction degree of 0.93, dominated by mesostructure compression, while at the compaction degree of 0.95, volumetric shrinkage was positively correlated with confining pressure despite more sufficient stress in particle skeleton, implying that the large strain process was accompanied by secondary compaction after particles breakage; 4) at both compaction degrees, the relations of spheric stress versus volumetric strain and volumetric modulus versus confining pressure both obey linear fitting relation. Duncan-Chang E-B model could well describe the deformation mechanical characteristics of soft rock filler under different compaction degrees.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • GUO Ming-jie, HU Shao-wei, SHAN Chang-xi, XUE Xiang, LI Jiang
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 137-143. https://doi.org/10.11988/ckyyb.20210304
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    In water transmission and transfer project,the selection of pipe is a technical difficulty for technical personnel as it is of fuzzy incompatibility and multi-objective.In this paper,a fuzzy matter-element evaluation method based on variation coefficient and analytic hierarchy process(AHP)is established.Indexes affecting the selection of pipe materials are analyzed,and a comprehensive evaluation index system for the selection of pipe materials is constructed.Variation coefficient is introduced to modify the subjectivity of AHP in determining the index weights.In such manner,the combination weight of the evaluation indexes are determined,and a fuzzy matter-element evaluation model is established.Furthermore,the optimal pipe type can be determined by using the Euclid's nearness degree together with the principle of value engineering.The model is applied to the pipe selection of a water diversion project in Xinjiang.Calculation result reveals that Fiber-Glass-Reinforced Plastic Matrix Pipe(FRPM)is the most suitable pipe type for the project.The results demonstrate that the optimal pipe type can be determined using the present method according to field engineering conditions and technical characteristics of pipes in consideration of technical,economic,construction,safety and other factors.
  • CHEN Hua-jun
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 144-148. https://doi.org/10.11988/ckyyb.20210314
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    Water shortage in the karst areas of southwest China is expected to be solved by building reservoirs to store water.However,the widespread development of karst funnels and sinkholes in this area will cause the leakage of water storage in the reservoir and finally result in the failure of water conservancy projects.Grouting curtain is an effective means to reduce the permeability of rock in the reservoir area.The key to accomplish the project with low cost and high quality is to optimize the grouting curtain process and its parameters.In this research,the mix proportion of grouting material,the spacing between boreholes,the grouting pressure,the bottom boundary of curtain,and the grouting techniques were optimized by combining laboratory experiment,numerical simulation,and field test.Results demonstrated that the permeability of grouting curtain system in Dehou reservoir area can be controlled less than 5 Lu if the following conditions are met:water-cement ratio is controlled between 1∶1-1∶3,the boreholes are arranged in a single row with the hole spacing at 2.0 m,the grouting pressure is 1-2 MPa,the control depth of the curtain's bottom boundary is 10 m below the depth of the weathering layer,the grouting is carried out in segments,and the length of the first,second and subsequent segments are 2 m,3 m and 5 m,respectively.The research findings offer theoretical and experimental support for the optimization of grouting curtain parameters in Dehou reservoir area,and also provide reference for similar projects in karst area in southwest China.
  • HE Huan
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 149-153. https://doi.org/10.11988/ckyyb.20210301
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    On the basis of the bond-slip theory,a force transmission system of “solid element to shadow node and to beam element” is proposed and applied to the separated modelling of a reinforced concrete lining structure.The stress of the stressed steel bar is calculated by finite element method,and the maximum width of crack is obtained in association with the calculation formula specified in code.Compared with test results,the feasibility of calculating the maximum crack width of lining by using the force transfer system of finite element modeling in association with code formula is verified.The research offers a novel calculation method for the maximum crack width of similar projects.
  • INFORMATION TECHNOLOGY APPLICATION
  • XU Jian, LI Guo-zhong, ZHENG Hang, LUAN Hua-long, LIU Tong-huan, YANG Wen-jun
    Journal of Changjiang River Scientific Research Institute. 2022, 39(7): 154-162. https://doi.org/10.11988/ckyyb.20210297
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    The riparian zone of river plays a crucial role in purifying water bodies,intercepting pollution,and recreating landscape. To analyze the ecological water conservancy functions of the riparian zones of five rivers in the Poyang Lake area,the functions of river's riparian zone are summarized into two categories: natural function and social function. Furthermore,the surface coverage and functional zoning of the riparian zone of the five rivers are interpreted using remote sensing and GIS. The current status of the riparian zone is introduced,and the spatial difference in vertical and horizontal scales are analyzed. On such basis,the spatial zoning of water conservancy functions in horizontal and vertical directions of the rivers is discussed,and finally some targeted ecological water conservancy measures are put forward according to the characteristics of different river sections. The research is expected to offer scientific basis for the implementation of zoning management,regional industrial distribution,ecological disaster prevention and reduction,environmental protection and construction planning for watershed's ecological protection and ecological construction.