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01 June 2022, Volume 39 Issue 6
    

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  • Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 0-0.
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  • SPECIAL CONTRIBUTION
  • LI Zhen, XIONG Ze-bin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 1-8. https://doi.org/10.11988/ckyyb.20210924
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    Due to complex conditions such as large temperature difference, extremely low temperature, strong radiation, strong wind and drying, hydraulic concrete structures in high and cold region are prone to suffer from deterioration diseases represented by freeze-thaw damage. Protection and repair technology is a commonly used preventive measure against deterioration. The degradation process and the law of influence on hydraulic building materials under freezing-thawing cycle are simulated by finite element method. Results suggest that the frost heave stress caused by freezing of pore water is the main factor leading to the decrease of its durability under cyclic varying temperature-caused load. In addition to improving the antifreeze capacity of concrete, surface anti-seepage treatment such as surface coating protection should also be taken to control the interior water content and frost heaving stress in concrete and to improve freeze-thaw resistance. Moreover, the selection principles, types and characteristics as well as construction techniques of protective repair material for hydraulic structure in high and cold region are summarized, and some typical engineering applications of protective repair technology in high and cold region are introduced for reference. The development trends of material performance, equipment, technique extension, and standard formulation are also discussed.
  • COMPREHENSIVE MANAGEMENT OF RIVER BASIN
  • LI Xiao-meng, XU Yong-jiang, SHA Zhi-gui, CAO Hui-qun, TANG Xian-qiang
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 9-14. https://doi.org/10.11988/ckyyb.20210216
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    The river chief system is an institutional innovation for river and lake management and protection based on regional management. Insufficient watershed management and a lack of trans-provincial cooperation are the weaknesses in fully implementing the river chief system. Through discussion and communication, data collection and field research, we sort out the progresses of implementing river chief system in Dongjiang River, a typical trans-provincial river in the Pearl River Basin, and systematically summarize the experiences and lessons learned from the joint protection and management practices. We also put forward some suggestions as follows: promoting river basin coordination, accelerating the construction of trans-provincial joint protection and management systems, strengthening joint monitoring, joint law enforcement, and information sharing capabilities, etc.. The study offers reference for basin integrated protection and management for other trans-provincial rivers in China.
  • RIVER-LAKE PROTECTION AND REGULATION
  • LIU Jin, HU Yong-hui, LIU Xia
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 15-23. https://doi.org/10.11988/ckyyb.20210248
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    The discharge of waste water and sewage in many cities in China continues to increase along with the rapid economic and social development, resulting in excessive pollutants in rivers and lakes and the deteriorating water ecological environment, which in turn hinders economic and social development. The basic theories and key technologies for water system connectivity in Zhongshun Protection Demonstration Site as a case study are studied in this paper with flood control and storage, agricultural water supply and water environment improvement as targets. Results demonstrate that: 1) with flood control and storage as major target, scheme 1 is the optimal with its average inrush capacity 100 000 m3 smaller than the current situation; 2) with agricultural water supply as major target, scheme 3 is the optimal solution with the water diversion volume increasing by 3.81 times; 3) with water quality improvement as major target, scheme 2 and scheme 3 are the optimal, with 90% of the overall water exchange period shortened by 58.17%. In addition, countermeasures and suggestions are put forward corresponding to the flood control and drainage safety in Zhongshun Protection, the water environmental problem brought about by urbanization, and the lack of unified dispatch and management of water conservancy projects. The research findings offer theoretical basis and technical support for the comprehensive improvement and restoration of Zhongshun Protection, water ecological protection and other projects.
  • WATER RESOURCES
  • HUANG Cao, HE Si-zhong, FENG Di-zi, MU Long, LI Zhi-wei
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 24-30. https://doi.org/10.11988/ckyyb.20210168
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    To refine the indicators of total water use and to optimize the water supply pattern for watershed-district coupling area, we built a water allocation optimization model with multiple water sources and multiple targets under the common constraints of the water usage red lines of watersheds and districts. We applied the model to Liuyang-Laodao River Basin to analyze the optimal scheme and the maximum volume of water supply from different water sources to different districts. Results reveal an excessive or insufficient water supply in Liuyang-Laodao River Basin in current years. The optimal water supply model compresses the water usage exceeding the red line in both normal and wet years and increases the water supply in both drought and extremely drought years. The water shortage rate of the Liuyang-Laodao River Basin in planning extremely drought years is 11.63% lower than that in current extremely drought years, which indicates that the optimal water supply model can optimize the patterns of water supply and determine the refined indicators of total water use in coupled watersheds and districts for years of different inflow frequencies. The results offer effective technical support for the monitoring of control process and the early warning of excessive total water usage.
  • ZHOU Si-ru, XIN Zhong-bao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 31-39. https://doi.org/10.11988/ckyyb.20210212
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    The Qinghai-Tibet Plateau is renowned as the water tower of Asia and the third pole of the world. Changes in the water resources of the Qinghai-Tibet Plateau has a profound impact on the water resources security and people’s lives in China and its neighboring countries. The temporal and spatial changes of surface and groundwater resources in the Qinghai-Tibet Plateau from 1997 to 2018 are studied using linear tendency estimation, Mann-Kendall trend test and Pearson correlation coefficient method based on the data of Qinghai Water Resources Bulletin and Tibet Water Resources Bulletin. The results of the study indicate that: (1) water resources in the Qinghai-Tibet Plateau is extremely concentrated, mainly in Shannan, Nyingchi City, the Yarlung Zangbo River Basin and the river basins of southern Tibet. The south and east of Qinghai-Tibet Plateau boasts abundant water resources while the north and the west less. (2) From 1997 to 2018, the amount of surface water resources on the Qinghai-Tibet Plateau showed an insignificant upward trend, while the amount of groundwater resources (-16.64 billion m3/(10 a)) a significant downward trend. The change trends of water resources differed notably in spatial scale, with the surface water resources (9.83 billion m3/(10 a)) and groundwater resources (5.8 billion m3/(10 a)) in most areas of Qinghai Province in north Qinghai-Tibet Plateau displaying a significant upward trend, and surface water resources in most parts of the southern Tibet Autonomous Region an insignificant downward trend, groundwater resources a significant downward trend (-19.54 billion m3/(10 a)). (3) In recent years, the temperature in Qinghai-Tibet Plateau has had a very significant increasing trend, with the rising rate reaching 0.49 ℃/(10 a). The precipitation of Qinghai Province in the northern part of the Qinghai-Tibet Plateau showed a significant increase trend, while the southern part an insignificant downward trend. In conclusion, precipitation is the major factor that induces the changes of surface water resources and groundwater resources in the Qinghai-Tibet Plateau.
  • ZHAO Zi-hao, JIANG Xiao-dong, YANG Shen-bin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 40-49. https://doi.org/10.11988/ckyyb.20210221
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    Due to special underlying surface properties, large water bodies have impacts on local water thermal cycle and climate. The Three Gorges Project is the world's largest water conservancy project. In the present research, we analyzed systematically the characteristics of climate change in the Three Gorges Reservoir over the past 66 years and the impacts of water storage on local climate by means of climate tendency rate and CVM test. Results demonstrated that the local temperature of the Three Gorges Project has declined after impoundment, affecting an area of 299.83 km2 near the dam, reaching 12.65 km away from the dam. The temperature of Zigui station, which is the closest to the dam, changed abruptly in 1997. The average annual temperature of Zigui two decades after the impoundment was 1.15 ℃ lower than that before the impoundment. Local precipitation has increased, affecting an area of 2 914.88 km2, reaching 109.15 km away from the dam. The precipitation of Zigui station also changed abruptly in 1997, and the average precipitation of Zigui two decades after the impoundment increased by 245.90 mm compared with that before the impoundment. Water storage also led to the rise of local relative humidity. Zigui and Xingshan witnessed abrupt changes in relative humidity in 1997 and 2003, respectively, of which the former rose by 5.29% two deades after the impoundment. The number of sunshine hours reduced, affecting the nearby area of 2 045.66 km2, extending 41.06 km away from the dam. The sunshine hours of Zigui changed abruptly in 2002, reducing by 33.87 hours compared with that two decades before the impoundment. In conclusion, water storage in the Three Gorges Reservoir has had a small scope of influence on meteorological elements, affecting an area of only 75.27 km2 on all the elements; only Zigui station experienced abrupt changes in all the elements during water storage.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • REN Da-chun, WANG Ya-jun, DUAN Hang
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 50-55. https://doi.org/10.11988/ckyyb.20210204
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    Anchor bolt and anchor cable are the most commonly used supporting measures in engineering slope treatment and underground engineering excavation. Monitoring instruments are arranged at a certain number of anchor bolts and cables to reflect the stress condition of support. However, the requirements for the number and proportion of anchor rods and cables differ in four relevant specifications in China. We made a research on the monitoring arrangement of ten representative large-scale water conservancy and hydropower projects, and gave reasonable suggestions on the number of monitoring instruments via mathematical statistical calculation and analysis. Our findings suggest that the representativeness of monitoring results of bolt and cable is closely related to the number of samples, but not directly related to the total number of samples and the sampling proportion; the heterogeneity of the monitored samples has a significant impact on the sampling representativeness; when the sampling number is less than 10, the sampling error drops significantly and the sampling representativeness rises significantly with the increase of the sampling number; when the sampling number is greater than 50, the increment of sample representativeness is not obvious. In conclusion, when large-scale anchor bolt and cable support is used, the monitoring should be arranged in line with local geological conditions and engineering structure rather than uniform monitoring proportion.
  • HYDRAULICS
  • LI Shao-wei, ZHANG Wen-chuan, WANG Jun-xing, ZHOU Zhao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 56-63. https://doi.org/10.11988/ckyyb.20210612
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    The flow circulation and flow energy exchange in the concave angle of stepped spillway is a key factor of flood discharge and energy dissipation. Current research of stepped spillway mostly focus on the combined actions of step’s slope and size as well as wide tail pier; the geometric shape of concave angle is rarely studied. In this paper, the flow pattern, flow velocity, intensity of pressure and concentration of entrained air in both traditional triangular concave angle steps and trapezoidal concave angle steps are examined via hydraulic model tests and numerical simulated calculations. Results demonstrated the similarity of flow state between trapezoidal concave angle steps and traditional triangular concave angle steps; but trapezoidal concave-angle step changes the shape of vortex shedding, which, therefore, moves into the main flow and promotes the turbulence of water flow. As a result, the initial point of aeration moves slightly forward, the average concentration of entrained air in the cross section of the main flow area increases, the total pressure fluctuation at the virtual bottom plate intensifies, and the average flow velocity of the step section reduces, beneficial to reducing the risk of step cavitation and promoting the energy dissipation of the step.
  • FAN Shi-jie, YANG Yan-na, XU Mo, FAN Quan-zhong, YU Lei, GAN Xiao-quan
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 64-68. https://doi.org/10.11988/ckyyb.20210203
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    After the completion of Baihetan reservoir construction in Qiaojia County, Yunnan Province, a large number of cavities were exposed by boreholes in the resettlement land of residents, which is located in the water-rich alluvial fan on the right bank of Jinsha River. A Two-day tracer test was carried out to explore the groundwater seepage law and cavity connection characteristics. Fluorescein sodium was selected as tracer, and the V1600 visible spectrophotometer was used to detect the absorbance of sodium fluorescein in the sample with a wavelength of 495 nm. The absorbance of sodium luciferin concentration was converted according to the standard curve of sodium luciferin concentration versus absorbance with R2=0.945 1. The time series curve of sodium fluorescein concentration with single peak was also obtained. The tracer test unveil that groundwater flows from the east to the west in general and discharges to the Jinsha River at the lowest datum level of regional discharge. Two main channels of groundwater runoff were revealed in the field area: borehole BK4163-BK4114-BK486 direction and borehole BK4163-BK4224 direction. In addition, the structural parameters and hydraulic parameters of runoff channels were acquired via quantitative analysis of concentration curve of the tracers by using Qtracer2 calculation model.
  • ROCK-SOIL ENGINEERING
  • SU Pei-dong, TANG Yu-sheng, MA Yun-chang, SU Shao-fan, ZHANG Rui, QI Zong-ke
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 69-75. https://doi.org/10.11988/ckyyb.20210305
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    Researching the progressive failure of bedding rock landslide with weak interlayer, which is a common geological disaster, is of vital significance to the protection and treatment of landslides. In the light of the strain softening characteristics of weak interlayer, the differential equation reflecting the progressive failure process of bedding rock slope with weak interlayer under excavation condition is derived, and the process and stages of progressive destruction are revealed through theoretical analysis. Compared with the calculation results of Mohr-Coulomb constitutive model, the strain-softening Mohr-Coulomb constitutive model reflects more accurately the progressive failure of slope with weak interlayers, which is validated rational by an engineering example. The progressive failure of bedding rock slope with weak interlayer can be divided into three stages: initial deformation, constant speed deformation, and accelerated deformation. Under excavation condition, shear failure first occurs at the slope toe, and extends continuously to the top of slope along the weak interlayer; meanwhile, tensile failure occurs on the top of the slope. The overall failure of the slope is in a slip-crack mode.
  • LI Hui-xin, CAO Wen-gui, CHEN Ke
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 82-89. https://doi.org/10.11988/ckyyb.20210135
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    In traditional research on SWCC model, only the capillary component of soil matrix potential was taken into consideration, while the adsorption component was ignored, which makes it overestimate the matric suction in the low saturation range. In view of this, the soil pore system is assumed to be represented by a cluster of capillaries with pore throats with the pore size distribution obeying the fractal power law. On this basis, the water movement in soil can be divided into two stages, i.e., capillary water and adsorbed water both participate in water movement, and only adsorbed water participates in water movement. The SWCC model reflecting soil’s water holding capacity and the hysteresis effect in the whole range of matric suction is derived.By existing test data and research results,the present constitutive model is verified to be rational and feasible with the predicted curve agreeing well with test data,and capable of better reflecting the water holding capacity of unsaturated soil than existing methods.
  • YAO Er-lei, LIU Zhi-fang, MIAO Yu
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 90-94. https://doi.org/10.11988/ckyyb.20210153
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    The damage evolution laws and the envelope characteristics of seismic response of tunnel crossing rock-soil interface under strong earthquake were studied with the large-diameter river-crossing highway-and-subway-combined shield tunnel built in Sanyang road, Wuhan city as research background. A model composing twin tunnels (containing inner components: horizontal highway plate and vertical partition plate) and soil was established using the dynamic finite element numerical platform in ABAQUS. The dynamic viscoelastic model, modified Davidenkov model, was employed to model the characteristics of soil, while the concrete damage plasticity model was adopted to model the fracture and damage of tunnels. Results revealed abrupt changes in the acceleration, displacement, and stress response of shield tunnel lining in the vicinity of rock-soil interface. Due to the existence of rock-soil interface, the haunch of tunnel is destroyed first, and then the joints of inner components and at last the spandrel. The seismic damage of haunch mainly occurred in the soft soil part. The inner components reduced the horizontal shear stress at both sides of the large-diameter tunnel.
  • YI Tian-yu, LU Bo, WU Ai-qing, XU Dong-dong, WANG Jin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 95-100. https://doi.org/10.11988/ckyyb.20210102
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    Different from plane sliding and circular sliding, the sliding direction of landslide with composite bottom sliding interface varies because the sliding direction must adapt to the dip angle of the bottom sliding interface. When the sliding mass passes through the turning part of the bottom sliding interface, the sliding direction changes abruptly. Such abrupt change induces the shear fracture surface in the sliding mass; but the shear resistance in the sliding mass hinders the formation of such shear fracture surface, which is beneficial to the overall stability of the sliding mass. For composite sliding slope with gentle front and steep back, a rigid body limit equilibrium analysis method with three sliding planes considering the internal shear fracture surface of sliding mass is proposed to reflect the constraint mechanism of internal shear resistance on slope stability. A detailed case analysis on Vajont landslide is presented. Results reveal an objective internal shear constraint mechanism in the composite landslide as reflected by the rigid body limit equilibrium analysis of three sliding surfaces.
  • YU Jia-fu, WU Yong-jin, WANG Teng-fei, ZHANG Yi-hu
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 101-106. https://doi.org/10.11988/ckyyb.20220310
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    Tunnel type anchorage has wide application range in the building of suspension bridge as it is more economical and environmentally friendly than gravity anchorage. The tunnel type anchorage of a large-span suspension bridge on a railway in southwest China bears a super-large main cable load of 430,000 kN in the IV-V grade engineering rock mass. In the present research, the cave forming characteristics and the surrounding rock response characteristics under the main cable load and overload of the tunnel type anchorage were analyzed by using 3D numerical simulation method. Results unveil that according to the current support design, the fractured rock mass is in a state of slight squeezing deformation after the excavation of anchorage hole. The surrounding rock of tunnel type anchorage mainly displays elastic deformation under main cable load, and the displacement increment of the anchor plug body is only a few millimeters. The deformation of surrounding rock is significantly affected by the lithology of the stratum, and the gradient of surrounding rock displacement around the anchor plug body is large. Under overload, the plastic zone of surrounding rock of the anchor plug body gradually develops from the back anchor surface to the middle and front part along the surrounding rock of the anchor plug body, and the final failure mode is the shear failure of surrounding rock from the back anchor surface to the front anchor surface of anchor plug body. Tunnel type anchorage structure also has strong adaptability to rock mass environment with inferior basic quality.
  • LIU Jian, TANG Yang, YI Long, PENG Yuan-cheng, ZHOU Yue-feng
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 107-112. https://doi.org/10.11988/ckyyb.20210109
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    Cobbly soil is widely applied in geotechnical engineering construction by virtue of its good engineering characteristics. The inadequate research on cobbly soil, especially on its creep characteristics, results in improper ways in evaluating its long-term stability. In the present research, the creep properties of cobbly soil are studied via laboratory triaxial compression test, theoretical analysis and numerical simulation. The relations of creep versus time and stress are analyzed, and a creep model containing eleven parameters is put forward. The creep model is embedded in ABAQUS software to calculate the long-term deformation of the foundation of a bridge as a case study. Results manifest that the constitutive model presented in the paper well describes the rheological properties of cobbly soil. Compared with monitoring results of anchorage deformation, the result of settlement calculation in creep acceleration stage is larger, while in stable creep stage is smaller.
  • SEMERJAN Memetyusup, TAO Shi-chao
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 113-119. https://doi.org/10.11988/ckyyb.20210066
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    The unfavorable engineering characteristics of saline soil such as salt expansion and solution subsidence have extremely adverse effects on the construction of transportation infrastructure and its safe operation. The mechanism of improving saline soil by adding sodium silicate, cement, lime, fly ash and fiber and the microscopic characteristics of improved soil were investigated via unconfined compression test and SEM-EDS test on the chloride saline soil of subgrade in south Xinjiang. Results manifest that with the 28 d compressive strength as the evaluation standard, the optimal combination in scheme 1 (cement content 8%, lime content 12%, fiber content 0.2%, and fiber length 18 mm, with a salt content of 3%) is suitable for improving medium chloride saline soil; the optimal combination in scheme 2 (fly ash content 20%, lime content 6%, fiber content 0.2%, and fiber length 12 mm, with a salt content of 1%) is suitable for improving weak chlorine saline soil. The improved saline soil modified by the aforementioned two schemes could both retain high compressive strength after reaching stress peak, and the stress-strain curves display strain softening feature with brittle failure. Microstructure and EDS analysis illustrate that the mineral particles of the modified and solidified saline soil are relatively large with sound particle integrity. The cementitious material is composed of flocculent calcium silicate hydrate and acicular ettringite with dense microstructure. The contact mode between particles is mainly face-to-face contact. Compared with those in scheme 2, the improved soil specimen in scheme 1 is of dense internal structure, good internal integrity, and superior strength performance.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • JIANG Zhong-ming, YANG Jiang-yin, SUN Pan, LIAO Jun-hui
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 120-126. https://doi.org/10.11988/ckyyb.20210244
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    A method of computing the disengagement of concrete face slab is proposed based on contact element deformation analysis to deeply understand the spatial rheological characteristics and disengagement of face slab of high concrete face rockfill dam (CFRD). The computation program of 3D static and rheological analysis for CFRD is developed using FLAC3D platform, and the computation method and program are verified through computation case of Sanbanxi CFRD. The temporal and spatial distribution of the deformation and face slab’s disengaged distance of Sanbanxi CFRD are analyzed by using the proposed method, and the positions and values of face slab’s disengagement are determined. The research findings suggest that the rheological effect of dam body is obviously unevenly distributed in space, which aggravates the disengagement of concrete slab and may cause new void areas under the concrete slab.
  • ZHAO Yang, SUN Hai-yan, WANG Fu-lai, DONG Xin-yue, LIANG Rong-chuang
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 127-132. https://doi.org/10.11988/ckyyb.20210186
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    In order to improve the abrasion resistance of hydraulic structures, we investigated into the influence of volumetric content of PVA fiber on the strength and abrasion resistance of hydraulic concrete at different curing ages, and also analyzed the micro-morphology of PVA fiber-added concretes. Compared with baseline group, the concrete samples added with 0.2% PVA fiber in volumetric content boasts larger compressive strength, splitting tensile strength, and abrasion resistance strength, up by 20.8%, 33.2%, and 108.4%, respectively, yet meanwhile smaller wearing depth and mass wear rate, down by 34.2% and 3.9%, respectively. Micro-morphology analysis reveal that the PVA fiber is well dispersed in the concrete matrix and distributed in random directions when its volumetric content is 0.2%. In association with SEM analysis, we can conclude that PVA fiber of suitable dosage would enhance the strength and abrasion resistance of hydraulic concrete remarkably.
  • INFORMATION TECHNOLOGY APPLICATION
  • WU Jin, WANG Ping, WANG Jiu, WU Xing-hua, SO Hay-wah
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 133-137. https://doi.org/10.11988/ckyyb.20210076
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    In line with sea reef terrain characteristics, POS-aided low altitude photogrammetry of sea islands and reefs without Ground Control Points (GCP) was researched using VTOL (Vertical Take-Off and Landing) system. The technical requirements of POS-aided UAV low altitude photogrammetry were analyzed in the aim of offering technical basis for acquiring the terrain of coastal zone of South China Sea islands and reefs in future. The technical feasibility of photogrammetry of sea islands and reefs without GCP is demonstrated by verifying the accuracy of mapping through field test and comparing the accuracy indicators between POS data based on low altitude OEM POS-borne UAV photogrammetry system and CORS stations and POS data based on PPP technique. Based on previous investigations, suggestions on typical equipment and UAV specification were given. In the present test, the high resolution digital images of the test area and the 1:2000 digital line drawing (DLG) mapping result of high precision were obtained. Moreover, some technical requirements of low-altitude POS-aided photogrammetry for the survey of islands and reefs in the South China Sea are put forward in the purpose of forming technical specification for the mapping of islands and reefs. The test results validate that the POS-aided UAV photogrammetry technology meets the accuracy requirements of 1∶2000 large-scale hydrographic survey without GCP.
  • CHEN Lei, LI Bin, PENG Cheng, BI Xiao-wei, YANG Cheng-sheng
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 138-144. https://doi.org/10.11988/ckyyb.20210469
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    The landslide monitoring data in the karst mountainous area in southwest China is featured with large amount, various type, and complex sources, hence is difficult to be integrated and analyzed. A cloud platform prototype system for landslide monitoring and early warning for karst mountainous area is designed and implemented using WebGIS based on Hadoop for data storage and calculation. First, the universal cloud platform architecture for the integrated management of multiple monitoring data is designed; in subsequence, an application-oriented cloud platform is built based on campus big data platform and network development technology; finally, the basic function modules for landslide monitoring and early warning are realized and verified based on the prototype platform. The prototype platform and its test results manifest that the construction idea and technical route of the cloud platform for karst landslide monitoring and early warning are reasonable and feasible, offering an effective approach and platform support for exploring landslide informatization and monitoring and early warning of karst landslide geological disasters.
  • EXPANSIVE SOIL OF THE WATER DIVERSION PROJECT FROM CHANGJIANG RIVER TO HUAIHE RIVER
  • GAN Xu-dong, GONG Bi-wei, HU Bo, LI Bo, LIU Ming-hua
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 145-149. https://doi.org/10.11988/ckyyb.20211075
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    Due to the bedding weak interlayer with gentle dip angle along the slope of Yangtze-to-Huaihe River Water Diversion in Jianghuai watershed, parts of canal slope have been excavated for a long time during construction, resulting in increased deformation of interlayer and slope collapse. Preliminary analysis reveal that the strength of the interlayer rock mass is close to residual state under the condition of large deformation. To investigate the influence of interlayer on slope stability, we collected undisturbed soil samples from some deep excavated canal sections and examined the strength characteristics of weak interlayer and carried out slope stability analysis, and also put forward some suggestions of treatment measures. Stability analysis unveil that the canal slope stability depends on the position, tendency and mechanical indexes of the weak interlayer in canal slope. The weak interlayer of canal slope has been in the state of residual strength under the continuous action of large deformation, which leads to local collapse. We suggest to reinforce the slope with retaining measures such as anti-slide pile and anchorage in association with slope drainage in line with the layered structure and strength characteristics of the canal slope.
  • LIU Hao-lin, LI Dan, HU Bo, CHENG Zhan-lin
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 150-156. https://doi.org/10.11988/ckyyb.20220049
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    The effectiveness and mechanism of MICP (Microbial Induced Calcium carbonate Precipitation) improving the expansion characteristics of expansive soil were investigated via test of expansive soil mixed with urease-producing bacteria CGMCC 1.368 7. The effects of reaction solution ratio and Ca2+ molar concentration on the free expansion rate, unloaded expansion rate, and percentage generation of CaCO3 of expansive soil treated with MICP were studied by orthogonal experiments, and the microscopic properties of MICP-modified expansive soil were revealed. The swelling characteristics of expansive soil treated with MICP can be improved remarkably: when the ratio of reaction solution is 1∶1 and the concentration of Ca2+ is 2.0 mol/L, the free expansion rate of expansive soil is reduced by 44.4% at most; when the ratio of the reaction solution is 1∶3 and the concentration of Ca2+ is 2.0 mol/L, the volumetric expansion rate is reduced by 92.2%, and the expansion moisture content is reduced by 24.9%. MICP technology reduces the hydrophilicity of expansive soil particles, hinders the repulsion between soil particles, and weakens the expansion potential of expansive soil by cementing soil particles, filling soil pores and ion replacement. The research results verify the feasibility of improving the swelling properties of expansive soil by mixing based on MICP technology.
  • SHEN Si-chao, QIU Jin-wei, LIU Jun, TONG Jun, HU Bo
    Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 157-162. https://doi.org/10.11988/ckyyb.20211081
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    Ponds near canal embankment is a severe hidden danger affecting the safety of river canal project. With a river slope involving ponds and expansive soil in the Yangtze-to-Huaihe River Diversion Project as a case study, a numerical model coupling seepage and stability analysis for river slope was established by using GeoStudio software. Reinforcement measures were proposed, and the anti-sliding stability of the studied river slope before and after reinforcement was analyzed. Furthermore, the effects of pond filling treatment, pond water depth and soil permeability on the seepage and stability of the river slope are investigated. Results manifest that the reinforced river slope meet the requirements of stability specification under various working conditions. Pond filling treatment reduces remarkably the elevation of water outflow point of the pond and the unit width flow of leakage, hence improving the stability of river slope. Under the conditions considered in the present study, the water depth of the pond had little effect on the pond’s water seepage as well as the stability of the river slope. The permeability of expansive soil has a significant impact on the pond’s water seepage as well as the stability of river slope. Specifically, lower permeability coefficient of expansive soil results in lower water outflow point, lower unit width flow of leakage and higher safety factor for the river slope.