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01 June 2021, Volume 38 Issue 6
    

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    SPECIAL CONTRIBUTIO
  • HUANG Guo-bing, WU Shuang
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 1-8. https://doi.org/10.11988/ckyyb.20201133
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    The Wudongde Hydropower Station features narrow valley, steep bank slope, large flood discharge, high water head and deep riverbed covering. The layout of flood discharge building is subject to great limitations due to gullies developed at the dam site, giving rise to prominent hydraulic problems which pose daunting technical challenges to engineering design and construction. In this paper we expound the major research achievements in tackling the hydraulic problems via scale model test and numerical analysis. Such problems include: layout of the project, flood discharge and energy dissipation, flood discharge atomization, river diversion and closure, and multi-level water intake. The research achievements provide scientific and technological support for engineering design.
  • WATER RESOURCES AND ENVIRONMENT
  • DENG Cui-ling, SHE Dun-xian, DENG Yao, CHEN Jin, ZHANG Li-ping, HONG Si
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 9-17. https://doi.org/10.11988/ckyyb.20200970
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    To reveal the change trend and evolution patterns of future drought during 2020-2099 in the middle and lower reaches of the Yangtze River Basin, we calculated the Standardized Precipitation Index (SPI) and Standardized Precipitation Evapotranspiration Index (SPEI) based on precipitation and potential evapotranspiration (PET) data from 4 Global Climate Models (GCMs) under RCP-2.6,RCP-6.0 and RCP-8.5 scenarios, which are derived from Inter-Sectoral Impact Model Inter-comparison Project (ISIMIP). We also looked into the performance of SPI and SPEI in detecting and depicting drought features. Results unveil an overall climbing trend of SPI in future, with the Hanjiang River basin and the northwest Dongting Lake network witnessing a surge, which means that drought in these regions will relieve obviously in the future. SPEI shows a reducing trend in most regions under all scenarios, and such reduction escalates with the rising of emission concentration; particularly, in the southeast of Dongting Lake network and Poyang Lake network,the reductions are larger than that in other regions,implying a notable drying trend in future.SPEI drops greater in regions where SPI declined under all scenarios.The correlation between SPI and SPEI gradually intensifies from north to south and from west to east in the study area.The overall correlation between SPI and SPEI weakens gradually from RCP-2.6,to RCP-6.0 and to RCP-8.5 scenario.
  • GAO Yi-jie, ZHOU Yue-ying, LIU Zu-fa, FU Hong-en, HUANG Jie-yin, FENG Ying-ying
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 18-26. https://doi.org/10.11988/ckyyb.20200440
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    The aim of this study is to explore the status of water resources and its variation characteristics in Beijiang river basin in the presence of different degrees of drought. The streamflow in Beijiang river basin was simulated using SWAT model, and on this basis, the temporal and spatial variation characteristics of blue water and green water and their responses to droughts were evaluated. Results unraveled that: (1) Blue water accounted for the main part in the water resources in Beijiang river basin, with the average annual blue water reaching 1 149.08 mm, green water 981.08 mm, and green water coefficient 0.48. (2) From 1966 to 2010, blue water and green water experienced no significant changes, whereas in spatial scale, blue water distributed more in the south than that in the north, and the opposite for green water. (3) Blue water was more sensitive to drought than green water. Under severe droughts, the blue water in Beijiang river basin dropped by 16.94% from annual average, and the pattern of water resource distribution changed from blue water dominated to green water taking a lead, with the green water coefficient of 0.53. The research findings will be beneficial for the formulation of water resources management strategies, the designation of drought risk response measures and the guarantee of water security in the basin.
  • GUO Zhen-tian, HUANG Feng, GUO Li-dan, WU Yao
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 27-31. https://doi.org/10.11988/ckyyb.20200383
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    The hydrologic regime of the Poyang Lake has changed due to the impact of climate change and human activities. The influence of different driving factors on the hydrologic regime evolution of the Poyang Lake needs to be quantitatively evaluated. With a series of hydrological indicators characterizing the hydrological situation of Poyang Lake, a BP neural network model was constructed to simulate the water level of the Poyang Lake. The rates of contribution of flow rate of mainstream Yangtze River, inflow from sub-basins to the Poyang Lake, and topographic changes to the variation of hydrological indicators are studied through scenario analysis. Results manifest that the flow rate of mainstream Yangtze River is the major driving factor for the decline of the average water level of Poyang Lake from July to October, with a contribution rate of 52%-67%; the flow rate of mainstream Yangtze River cut obviously the annual maximum extreme water level while boosted the annual minimum extreme water level. Topography is the main driving factor for the decrease of average water level of the Poyang Lake from December to next March, with a contribution rate of 92% to 185%. Topography also brought down the minimum extreme water level apparently. In addition, some suggestions are put forward for the management and regulation of water resources in the Poyang Lake. The operation of the Three Gorges Reservoir should be optimized, and the water storage of the Three Gorges Reservoir should be appropriately advanced in time according to actual situation. The construction of water conservancy projects in the Poyang Lake sub-basins should be strengthened, and the discharge from five rivers during the impoundment of the Three Gorges Reservoir can be enhanced. Sand mining must also be regulated.
  • JIA Bao-jie, HE Shu-fang, HUANG Zhuo, ZHANG Jun-peng
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 32-36. https://doi.org/10.11988/ckyyb.20200442
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    Researching the characteristics of river sediment contamination and analyzing its ecological risks are of crucial importance to river regulation projects and to the controlling of secondary pollution. With the sediments detection results of Anrongjing River in Taizhou as a case study, we evaluated the heavy metal concentration, pollution state, spatial distribution, and ecological risks by analyzing single pollution index, potential ecological risk index, as well as cluster analysis. Results revealed that the sediments in Anrongjing River were severely contaminated with Cu, Zn, Pb, and Cd. In plane scale, pollution mainly concentrated in the upstream, the two tributaries, and the junction between tributaries and mainstream; in longitudinal sectional scale, the concentration of heavy metals declined with the deepening of sediments. Cu and Cd posed severe potential ecological risks, and also the pollution of Cd and Cu in the source, the two tributaries and the junction between tributaries and mainstream were the most serious.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • DUAN Tao, DUAN Hang, REN Da-chun, HU Xu-yang, YOU Jia-xing
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 37-44. https://doi.org/10.11988/ckyyb.20200203
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    The underground powerhouse cavern in Baihetan Hydropower Station is in an extremely grand scale with complex geologic conditions, high initial ground stress, and high safety risks in excavation stage. The rules, characteristics and causes of surrounding rock deformation of left bank underground powerhouse were revealed by analyzing the safety monitoring data of the first to fourth floor excavation. Engineering measures to stablize surrounding rock were introduced. Results suggested that the deformation of surrounding rock during excavation was resulted from the combined actions of geological condition, geostress, and excavation. The total amount and depth of deformation of the crown influenced by geological structure were both large, and the deformation of the arch foot downstream of other tunnels were relatively large. Most of the deformation in the center of the crown and the upstream arch foot did not exceed 6.5 m, while the area beyond 11 m depth of downstream arch foot also witnessed some deformation. The deformation of the upstream and downstream platform was deeper than that of the crown. The spatial distribution and development of bolt stress and anchor bolt stress were consistent with those of surrounding rock deformation. There was still some space for bolt stress and anchor bolt stress in common tunnel sections. The present treatment measures for the platform layer have effectively improved the excavation and forming effect.
  • LANG Yong-biao, ZHENG Yun, JIN Wei, MU Yan-hu, CHAI Ming-tang
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 45-51. https://doi.org/10.11988/ckyyb.20200214
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    Affected by climate warming and wetting, the number and area of lakes in the Qinghai-Tibetan Plateau have seen evident increases in recent years, resulting in lake overflow and even outbursts. Such threats to the security of lives and property of people and the safe operation of major engineering infrastructure can be alleviated by lake drainage project which diverts the overflow safely under control to the downstream area. However, in permafrost region, engineering activities and long-term water flow will lead to significant variations in hydrothermal regime. These variations will further affect local ecological environment and long-term stability of drainage projects. With the Yanhu Lake in Hoh Xil region as a background, we present a method combing InSAR, drone aerial photography, meteorological observation, ground temperature observation and geophysical exploration to establish a three-dimensional monitoring system on permafrost. The method considers the characteristics of permafrost in the region and the components of the drainage project. By using the present method, we could monitor synchronously the local meteorological conditions, the hydrothermal regimes of permafrost, and the stability of engineering structures. The monitoring work will provide data support for evaluating the impacts of drainage project on permafrost, and serve for prediction and early warning on the stability and service ability of engineering structures. The collected data will also offer important references for design, construction and maintaining of hydraulic infrastructure built on permafrost in the future.
  • LI Long-qi, WANG Meng-yun, ZHAO Hao-qiu, WANG Tao, ZHAO Rui-zhi
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 52-59. https://doi.org/10.11988/ckyyb.20200389
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    To improve the accuracy of predicting the displacement of Baishuihe landslide, we present a prediction model combining the complete ensemble empirical mode decomposition with adaptive noise (CEEMDAN), bat algorithm (BA), support vector regression machine (SVR), and Adaptive Boosting (Adaboost). By using CEEMDAN, we decompose the displacement of Baishuihe landslide into trend term and fluctuation term composed of IMF sub-items. BP neural network is used to predict the trend term displacement, and the CEEMDAN-BA-SVR-Adaboost model to predict the fluctuation term. We further compare the present prediction result with those of CEEMDAN-PSO-SVR-Adaboost, CEEMDAN-BA-BP-Adaboost, CEEMADAN-BA-SVR, as well as BA-SVR-Adaboost models to verify the superiority of the present method in displacement prediction. We employ the CEEMDAN-BA-SVR-Adaboost model to predict the fluctuation term displacement of monitoring point ZG118 while calculating the final cumulative predicted displacement of monitoring point ZG93. Results verify that the CEEMDAN-BA-SVR-Adaboost model has good accuracy and applicability in predicting the displacement of Baishuihe landslide.
  • HYDRAULICS
  • ZHANG Jing-mei, DU Min, JU Xiao-ming
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 60-66. https://doi.org/10.11988/ckyyb.20200419
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    In an attempt to clarify the hydraulic transient process of mixed free-surface-pressure flow in water conveyance tunnel and to optimize the discharge of sluice gate, the calculation principle and method of hydraulic transients for mixed free-surface-pressure flow in a circular water conveyance tunnel are researched based on the slot method and diffusion method in explicit finite-difference method. A trunk canal project in a large irrigation area is taken as research background. The formulas of hydraulic elements for the transient flow of circular tunnel is given, and time-dependent curves of water depth and pressure of each tunnel section in the presence of varying flow rates are obtained. Results manifest that water pressure rises more sharply as it gets closer to the tunnel downstream section when the water level of circular tunnel is capped. Under the condition of open flow, the maximum water depth in the tunnel drops linearly with the increase of sluice discharge but is hardly affected by the closing time of check gate. According to numerical simulation, the reasonable design discharge of the sluice gate is given to provide reference for the design of similar projects.
  • HU Song-ke, LI Wen-hao, YANG Guang, LIU Ning-ning, JIN Jin
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 67-71. https://doi.org/10.11988/ckyyb.20200376
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    Desilting basin is one of the important facilities to ensure the normal operation of drip irrigation system. However, the solid-liquid coupling process of water and sediment in the basin during irrigation is complex, and it is difficult to optimize the structure by a single physical model. In order to boost the deposit efficiency of drip irrigation system, we designed a long channel straight-line desilting basin. Through physical experiment and numerical simulation, we examined the influences of flow-adjusting board and the angle of the flow-adjusting board on flow and sediment movement. Results manifest that the solid-liquid coupling process in the basin can be simulated accurately by Fluent software; the flow-adjusting board designed in the back basin plays the role of energy dissipation, speed reduction and improvement of sediment settling rate by reducing the flow velocity by above 70% and enhancing the sediment setting rate by over 12% compared with that in the absence of flow-adjusting board. In addition, when the inclined angle of flow-adjusting board is 60°, the flow velocity in the basin drooped to the lowest, while sedimentation rate hit the highest; the minimum sediment concentration at the outlet was 1.12 g/L, and the sedimentation rate averaged at 71.26%. The research findings offer technical support for optimizing hydraulic structure and improving the efficiency of desilting basin.
  • ROCKSOIL ENGINEERING
  • LI Min, CAO Wen-gui, WANG Lin-qing, ZHANG Hui-jie
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 72-78. https://doi.org/10.11988/ckyyb.20200326
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    Friction at the contact surface between wall and soil is an important factor to be considered in analyzing the earth pressure of retaining wall. A novel method for analyzing the active earth pressure of retaining wall is proposed in consideration of the wall-soil friction based on static balance equation. First of all, the principal stress trajectory of soil behind the wall under the wall-soil friction effect is determined by studying the distribution of soil stress. On this basis, the trajectory is divided into curvilinear thin layers, and the change law of small principal stress of soil microelement is investigated. The method is verified with test data and compared with other methods. The sensitivity of active earth pressure coefficient to influential factors is also examined. Results demonstrate that the present method is rational and feasible as the distribution law of soil stress can be more accurately reflected by considering the stress deflection caused by wall-soil friction. The coefficient of active earth pressure reduces with the augment of internal friction angle φ of soil, while expands with the increment of friction angle δ between wall and soil.
  • ZHANG Su, DING Xiu-li, HUANG Shu-ling
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 79-85. https://doi.org/10.11988/ckyyb.20200404
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    The mechanical properties of the surrounding rock of soft rock tunnel and the stress of the lining structure are highly random and uncertain. The structural safety design method based on deterministic analysis could hardly reflect the complexity of soft rock tunnel engineering, while traditional reliability calculation theory does not give an explicit expression to the real function of underground structure composing the surrounding rock and support system, hence hindering the application of reliability calculation theory in tunnel engineering. In view of this, we present a reliability evaluation method for the collaborative bearing capacity of surrounding rock and lining structure by constructing an explicit expression of response surface according to the limit state function of bearing capacity in SL 279—2016 (Code for design of hydraulic tunnels) in the light of uniform design and reliability theory. The single factor random variables that affect the collaborative bearing characteristics are analyzed, and the major factors of reliability are identified. The present method is applied to a specific project and compared with the traditional reliability calculation method. Results manifest that the present method simplifies the calculation, boosts accuracy and efficiency, and is well adaptive and feasible.
  • SUN Zi-yuan, TANG Yang, ZHAO Jian-yong, FAN Xuan
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 86-92. https://doi.org/10.11988/ckyyb.20200297
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    It is an important premise of evaluating the stability of embankment foundation to analyze accurately the changes of internal structure and parameters of gravel soil materials under the action of permeability. With the crushing rock aggregates of limestone at Shuibuya project as the parent material, we prepared three groups of specimens with varied compactness by sieving test and compaction test. Through permeability deformation test, we investigated the effect of permeability on the loss of fine particles in the gravel soil and the permeability-induced deformation. By large scale triaxial test, we obtained the changes in strength and deformation parameters of gravel soil before and after extreme permeability action. Furthermore, we embedded the hypoplastic constitutive model into ABAQUS software to describe the stress-strain relationship of gravel soil before and after particle loss and calculated the settlement deformation before and after particle loss. The results can be used as reference for the engineering design for embankment foundation and calculation for permeability deformation.
  • WANG Shuai, LEI Xue-wen, MENG Qing-shan, XU Jie-li, WANG Ming-zhao, GUO Wei
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 93-101. https://doi.org/10.11988/ckyyb.20200205
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    Calcareous sand pile foundation is often required to withstand cyclic vertical load on the structure. Model tests of vertical cyclic load on single pile in calcareous sand were carried out with a self-designed test device. The effects of dynamic load amplitude and cycle number on the accumulated settlement on pile top, the settlement rate, and the pile-end and pile-side frictional resistance were examined by sensors (e.g., soil pressure cell and electric displacement meter). The law and mechanism of the settlement of single pile in calcareous sand under cyclic loading were analyzed. As revealed from the test results, 1) more cycle number resulted in larger accumulated settlement of pile top, displaying a logarithmic functional relationship. Under different dynamic load ratios (ratio of dynamic load amplitude to limit bearing capacity of pile foundation), the accumulated settlement of pile could be divided into stable type, progressive type and destructive type, indicating an evident “threshold effect”. (2) Lager dynamic load ratio led to correspondingly larger final accumulated settlement of pile top. However, once undergone a critical number of loading cycle, the cyclic settlement rate (ratio of settlement increment to cycle number) of the model pile tended to reduce and stabilize. 3) The proportion of the upper load shared by the pile end and the pile side varied constantly during cyclic loading. A phenomenon of “progressive damage” was identified. With the rise in the number of cycles, the pile-side frictional resistance reduced progressively, while the cyclic average resistance of the pile top enhanced slowly. Under cyclic loading, the calcareous sand particles broke around pile end, thereby hindering the settlement tendency. The dynamic load ratio and the attenuation coefficient of pile-side frictional resistance pertain to Logistic function relationship.
  • TIAN Mi, SHENG Xiao-tao
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 102-107. https://doi.org/10.11988/ckyyb.20200946
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    In the light of the ultrasonic technology which has been applied effectively in the petroleum industry, an ultrasonic plugging removal system which is suitable for dike relief well has been independently developed. The process of backward silting of the relief well was simulated in a large laboratory permeameter, and the self-developed ultrasonic equipment was employed to remove the plug. The effect of the proposed ultrasonic technology was studied through permeation test with constant water head, and the influence of sand sample density and driving hydraulic gradient on the effect of ultrasonic technology were also studied. The experimental results revealed that the aquifer was blocked by the reversed filling suspension. The drainage capacity of relief well dropped, and the artesian head rose. After the plugging removal using the self-developed ultrasonic technology, the permeability of the relief well and surrounding aquifer was enhanced, the outlet flow of relief well pipe increased, and the decompression ability was ameliorated. The relief well recovered by over 60% using the present ultrasonic technology. In addition, reducing the density of sand sample raised the porosity of sand sample and boosted the drainage and decompression capacity before silting, but the silting degree could aggravate. The density of sand sample had no significant effect on the degree of ultrasonic plugging removal. However, with small sample density, ultrasonic technology can achieve equal plugging removal effect in a short time. Escalating the driving hydraulic gradient in the process of ultrasonic de-plugging could help upgrade the ultrasonic effect by prompting the exfoliated silt fine particles to precipitate out from the aquifer.
  • WANG Jing-hui, ZHANG Wei-bing, TANG Lian, ZHAO Wen-juan
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 108-115. https://doi.org/10.11988/ckyyb.20201045
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    The regularities of water and salt migration in sulfate saline soil as well as their impacts on the frost heave of soil were investigated via indoor soil column test. The changes in moisture content, electrical conductivity, temperature, and displacement during the freeze-thaw cycles were measured by teros-12 and displacement meter. The experimental results demonstrated that in the freezing process from top to bottom, the bottom water moved toward the freezing front, driving the salt accumulating upwards. Meanwhile, the cycles of temperature rising and falling generated a notable hysteresis effect on volumetric moisture content and electrical conductivity of soil. The soil swelled during freezing, and the vertical deformation can be divided into three stages: the adjustment stage caused by the formation of mirabilite; the rapid deformation stage induced by the combined action of mirabilite and ice crystal; the gradual deformation stage resulted from a small amount of ice crystals. During melting, the vertical deformation of soil mass underwent swift melting at a certain melting rate. For saline soil containing sodium sulfate, the curve of vertical deformation during freeze-thaw cycles against time presented a peach-shaped trend, and the vertical deformation rate of each cycle was basically consistent. The salt frost heaving rate increased with the proceeding of freezing and thawing. Higher salt content had more evident impact on vertical deformation. The research findings offer data support for revealing the hysteresis effect and also for the establishment of water-salt-thermo-mechanics coupling model.
  • YING Sai, ZHOU Feng-xi, WEN Tao, WANG Shi-ji, CAO Ya-peng
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 116-122. https://doi.org/10.11988/ckyyb.20200358
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    The aim of this study is to explore the connection between salt expansion and frost heave in cooling sulfate saline soil. Freezing deformation tests are conducted on sulfate saline soil samples to examine the variations of salt expansion and frost heave of soil under varying water and salt content. The salt expansion and frost heave are controlled by changing the water content and salt content in the freezing process. Freezing temperature is set as the demarcation point identifying between salt expansion and frost heave. Results reveal a duplicate effect between salt expansion and frost heave in the freezing process, i.e. there is no positive correlation between total deformation of samples and crystalline volume. Total deformation obeys the law of the balance of power between salt expansion and frost heave, which means that total deformation reaches the minimum when salt expansion deformation equals frost heave deformation. The curve between total deformation and ratio of salt expansion displays an M-shape. The research findings are of active significance for further understanding the mechanism, building models, and hazard prevention of salt expansion and frost heave.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • WANG Bi-fei, LI Yong-quan, CHEN Mei-juan, XIONG Shao-jun
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 123-127. https://doi.org/10.11988/ckyyb.20200306
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    The combined bearing structure of crescent-rib bifurcated pipe, backfill concrete and surrounding rock is simulated using 3D finite element method. The important roles including the plastic characteristics of backfill concrete, the gap between crescent-rib bifurcated pipe and backfill concrete, and the mechanical properties of surrounding rock are analyzed. Results showed that the sharing ratio of surrounding rock decreased with the plastic properties of backfill concrete into consideration; when the gap width exceeded a certain value, the constraint of backfill concrete and surrounding rock to crescent-rib bifurcated pipe plummeted, and the sharing ratio of surrounding rock was close to zero; the better the mechanical properties of surrounding rock, the higher the sharing ratio of surrounding rock. In the presence of combined bearing, the crescent-rib bifurcated pipe may not be able to bear 1.25 times of the design pressure in hydraulic test. Therefore, the allowable stress of crescent-rib bifurcated pipe must be considered in hydrostatic test. The research findings provide reference for design of embeded crescent-rib bifurcated pipe with surrounding rock sharing the internal pressure.
  • INFORMATION TECHNOLOGY APPLICATION
  • XIAO Xiao, XU Jian, ZHAO Deng-zhong, ZHAO Bao-cheng, XU Jian, CHENG Xue-jun, LI Guo-zhong
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 128-136. https://doi.org/10.11988/ckyyb.20200337
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    Inspired by combined modeling idea, we constructed a CM-BP (Combined Model-Back Propagation) for multispectral remote-sensing retrieval of river water turbidity by integrating the advantages of multiple remote-sensing retrieval models based on analyzing spectral characteristics of water bodies and selecting sensitive bands. With the in-situ observation data in 2012-2013 in typical reaches of the middle and lower Hanjiang River as a case study, we tested and assessed the applicability of the proposed CM-BP with domestic satellite data of high temporal and spatial resolutions as multispectral remote-sensing data sources. Furthermore, we compared the proposed CM-BP with traditional band-combined models in terms of retrieval precision, and meanwhile dissected the temporal and spatial distribution characteristics of the turbidity of Hanjiang River based on retrieval results. Results demonstrated that CM-BP boasts higher retrieval accuracy, applicability and stability than band-combined models. From the perspectives of spectral, temporal and spatial resolutions, multispectral remote-sensing data of Chinese domestic satellites like environment and disaster monitoring and forecasting small-satellite constellation, GF-1, and ZY-3 can be considered as optimal data sources for water quality retrieval of river. Remote-sensing data from Chinese domestic satellites meets the demand in high-accuracy, real-time and large-scale of remote-sensing retrieval of river water quality, thus providing a data basis for environmental monitoring studies of river.
  • SPECIAL COLUMN OF SCITECH INNOVATION FOR THE REGULATION AND PROTECTION OFCHANGJIANG RIVER: PROCEEDINGS OF THE 2020 ANNUAL MEETING OF CHANGJIANGTECHNOLOGY AND ECONOMY SOCIETY
  • LUAN Hua-long, LIU Tong-huan, YANG Wen-jun, ZHU Kong-xian, GUO Wei-jie, QU Geng
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 137-142. https://doi.org/10.11988/ckyyb.20210096
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    As a pivot in the Yangtze River ecological system, the Poyang Lake Basin plays a crucial role in the construction of the Yangtze River Economic Belt. The Poyang Lake region and its five major tributaries boast wide banks and waterfront zones. The spatial differences and major problems of waterfronts in vertical and horizontal directions were analyzed. On this basis, key technologies in ecological flood control embankment, ecological water conservancy combined with schistosomiasis prevention and control, as well as ecological bank purification were put forward. By analyzing the functional attribute and application scope of each single key technology, the overall layout of key technologies coordinated with different regions is defined. The key technology system includes object layer, function layer, technology layer, effect layer and application layer. The present research lays a foundation for technology integration and application in typical areas within the five tributaries and lake area of Poyang Lake, and also holds reference value for other similar rivers-lake systems.
  • LI Tian-cui, HUANG Xiao-long, WU Chen-xi, GUO Wen-si
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 143-150. https://doi.org/10.11988/ckyyb.20210057
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    Microplastic pollution has attracted worldwide attention. The previous reports of microplastics pollution in the Yangtze River basin are summarized, and the spatial distribution and pollution characteristics are analyzed. Moreover, the adverse impacts of microplastics pollution in the Yangtze River basin are discussed, and corresponding prevention and control measures are put forward. Microplastics pollution in the Yangtze River is highly heterogeneous in spatial scale, with the abundance of microplastics in surface water ranging from tens to tens of thousands of ind/m3 and tens to tens of thousands of ind/kg in sediments. Compared with other basins in China and abroad, the Yangtze River Basin is subjected to a medium and low pollution level of microplastics, and the abundance of microplastics in lakes and reservoirs is generally higher than that in rivers. In addition, microplastics in water are mainly polyester, polyethylene and polypropylene, and fibers, fragments and films are dominant shapes. In the Yangtze River basin, the abundance of microplastics increased gradually from the upper reaches to the lower reaches, and from bank to ashore. To control microplastic pollution in the Yangtze River basin, laws and regulations need to be improved, sewage treatment capacity and management and disposal of plastic waste should be enhanced.
  • TANG Hai-bin, DAI Yan-ran, FAN Yao-cheng, LEI Lei, SONG Xiao-yong, CUN De-shou, HAN Jian, LIANG Wei
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 151-159. https://doi.org/10.11988/ckyyb.20210067
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    To identify the major pollutants in the surface waters along the riverbank of the Yangtze River middle mainstream and explore their temporal and spatial distribution, we conducted a survey on five typical types of riverbanks which have been exploited for agriculture and fishery, industrial production, port logistics, river crossing transportation, and urban living. We selected Yichang, Wuhan, and Huangshi in the middle mainstream of the Yangtze River as three representative segments. According to the Environmental Quality Standard for Surface Water (GB 3838—2002) and the Standard for Drinking Water Quality (GB 5749—2006), we found that the main pollutants were total nitrogen (TN), total phosphorus (TP), ammonia nitrogen (NH3-N), iron (Fe) and manganese (Mn). All the monitored pollutants presented a similar pattern of spatial variation, with the lowest annual mean concentration in Wuhan and the highest in Yichang. However, the temporal variations in conventional pollutants and heavy metals were different. For the conventional pollutants, the lowest mean concentration was found in summer while the highest value was in autumn. For heavy metals, the relatively higher concentrations were observed in autumn and winter, whereas the lower value was in spring. Along the middle mainstream of the Yangtze River, the riverbank exploited for urban living suffered from the most severe pollution, with annual mean concentrations of TN, TP, NH3-N, Fe and Mn across the three segments amounting to 11.58, 0.83, 5.83 mg/L, 351.67 , 147.66 μ g/L respectively, which exceeded the standard by 11.58, 4.15, 5.85, 1.17, and 1.48 folds. A total of 8 kinds of pyrethroid pesticides, 33 kinds of organophosphorus pesticides and 12 kinds of organochlorine pesticides were detected in the surface water along the agriculture and fishery riverbank. Besides, 13 polycyclic aromatic hydrocarbons (PAHs) were detected along the riverbank exploited for industrial production, with tetramethrin, tetraethyl pyrophosphate (TEPP), 4.4′- dichlorodiphenyltrichloroethane (DDT), and indeno (1, 2, 3-cd) pyrene as the major compositions, yet all lower than standard. The results of sources apportionment of PAHs showed that the PAHs stemmed from wood, coal and a small amount of oil. These research findings would contribute to the rational development and structural optimization of riverbanks, and better protecting the Yangtze River with providing useful data.
  • ZHU Zhen-ya, PAN Ting-ting, YANG Meng-fei, ZHU Xiu-di, LI Zhi-jun, LI Hong-qing
    Journal of Changjiang River Scientific Research Institute. 2021, 38(6): 160-166. https://doi.org/10.11988/ckyyb.20210025
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    Water ecological civilization is an important component and basic guarantee of ecological civilization. Under the background of water ecological civilization construction, the composition and change of total water footprint in the Yangtze River economic belt were calculated by investigating data of production water consumption, domestic water consumption, ecological water consumption and imports and exports of provinces and cities in the region in 2007, 2012 and 2017. The evolution of regional water footprint supply and demand structure was analyzed, and the regional water resource pressure and water use efficiency were also evaluated. Results demonstrated that the growth of regional water footprint attenuated remarkably after the construction of water ecological civilization, and the total water footprint was effectively controlled; in particular, the water saving effect in three central provinces was most notable. Population and economic scale exerted evident impact on water footprint. Agricultural water consumption constitute the main part of water footprint, while ecological water use accounted for a small proportion, and the reducing effect of virtual water trade was gradually weakened. The water saving effect on industrial water was apparent, whereas the efficiency of agricultural and domestic water use needed to be further improved. Regional water resources were mainly self-sufficient. Eastern provinces’ dependency on water resources import was higher than that in western and central provinces. The regional demand for water resources increased steadily, and the demand structure remained relatively stable. The pressure on regional water resources was generally small, increasing from the west to the east. The regional water use efficiency has been gradually improved, particularly in central and western provinces. The research findings can be used as a supplement to the “three red lines” of the most stringent water resources management system, and be taken as a reference for the development, utilization and protection of water resources in the Yangtze River economic belt.