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10 December 2025, Volume 47 Issue 12
  
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  • Research on the Improvement Path of the New Quality Productivity of the Manufacturing Industry in the Yellow River Basin

    ZHU Yongming, ZHAO Jiaqing
    2025, 47(12): 1-7.
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    The development of new quality productivity is the key to promoting the high-quality development of the Yellow River Basin. In order to explore the improvement path of the new quality productivity of the manufacturing industry in the Yellow River Basin, based on the TOE theoretical framework, this paper took 359 listed manufacturing enterprises in the Yellow River Basin in 2022 as research samples and built the driving model of the new quality productivity from the three levels of technology, organization, and environment. Two methods, NCA and fsQCA, were used to study and analyze the influencing factors and configuration paths of new quality productivity. The results show that, first, the improvement of new quality productivity is affected by the coordination and matching effects of technology, organization, and environment, and no single factor can constitute new quality productivity. Second, there are three configurations for the improvement path of new quality productivity, namely, the technology-driven type composed of technological innovation, digital-intelligence transformation, and government subsidies; the single-factor comprehensive synergy type composed of technological innovation, equity restriction, and government subsidies; and the multi-factor comprehensive synergy type composed of digital-intelligence transformation, equity restriction, supply chain relationships, and government subsidies. Third, technological innovation and government subsidies play a key role in the path of new quality productivity improvement; digital-intelligence transformation and equity restriction have substitution effects, which can improve new quality productivity in the same way.

  • Comprehensive Evaluation of High-Quality Development of Ningxia Rural Industries in Yellow River Basin

    YANG Haijuan, ZHANG Jingru, MA Xuefang, YANG Hao
    2025, 47(12): 8-12.
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    Promoting the high-quality development of rural industries is a key task for Ningxia to achieve Chinese modernization transformation. In order to provide references for Ningxia to promote the high-quality development of rural industries, the paper built an evaluation index system based on the new development concept from five dimensions of innovation, coordination, green, openness, and sharing. The AHP-entropy TOPSIS method was used to measure the level of high-quality development of Ningxia rural industries from 2013 to 2022, the coupling coordination degree model was used to measure the coupling coordination level of five dimensions of high-quality development, and the obstacle degree model was used to diagnose the constraining factors affecting the high-quality development of rural industries. The results show that a) the high-quality development level of Ningxia rural industries show a fluctuating upward trend from 2013 to 2022, but the overall level remains relatively low at the end of the research period. b) The coupling coordination degree of each dimension has steadily improved, rising from near imbalance in 2013 to primary coordination in 2022. c) The main factors hindering the high-quality development of Ningxia rural industries are the degree of agricultural mechanization and patent authorization in the dimension of innovative development, as well as the dependence on agricultural product import and export in the dimension of open development. Policy suggestions are proposed, such as optimize the rural industrial structure, strengthen technological innovation and enhance opening up to the outside world.

  • Research on Economic-Ecological-Social Coupling Coordination and Obstacle Factors in the Zhengzhou-Luoyang-Xi’an Cooperation Belt

    DONG Qian, ZHAI Yuanhui, YAO Tianliang
    2025, 47(12): 13-20.
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    In order to provide theoretical and practical references for deepening the construction of the Zhengzhou-Luoyang-Xi’an cooperation belt, promoting coordinated development and advancing high-quality economic development in the region, this study built a synergistic analysis framework encompassing economic development, ecological protection and social quality of life systems. Based on the panel data from 15 prefecture-level cities within the cooperation belt from 2009 to 2022, the entropy weight method was employed to measure the comprehensive development level of the region. Kernel density estimation was used to reveal its dynamic evolution characteristics, while coupling coordination degree and obstacle degree models were applied to analyze inter-system synergy mechanisms and inhibiting factors. The results indicate that a) the overall development level of the cooperation belt shows a positive trend with certain periodic fluctuations. b) The three systems exhibit coordinated development in coupling coordination. From the perspective of temporal changes, they have gone through the process of “low-level equilibrium-local imbalance-collaborative optimization”. From the perspective of spatial evolution, regional development tends to be balanced, but there are still development gaps among cities. c) In terms of pairwise coupling coordination, all systems demonstrate a stable and improving trend over time, while significant spatial heterogeneity is observed. d) Obstacle degree analysis reveals the following ranking of system-level obstacle degree: economic development > social quality of life > ecological protection. Key obstructive factors include library collections per 100 people, grain-sown area, total electricity consumption, year-end deposits and loans of financial institutions, and the number of patent applications per 10 000 people.
  • Impact of Digital Finance on the Green Total Factor Productivity in the Yellow River Basin

    FAN Rui, CHENG Sikai, WANG Shuhua
    2025, 47(12): 21-28.
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    In order to offer policy references for promoting the green total factor productivity (GTFP) in the Yellow River Basin driven by digital finance, this study utilized the panel data of 72 prefecture-level cities in the Yellow River Basin from 2011 to 2022. Utilizing a comprehensive analytical framework that integrated individual and time fixed-effects models, threshold regression models and spatial effects models, the research investigated the impact effects of digital finance on GTFP in the Yellow River Basin and elucidated its underlying mechanisms. The results indicate that a) digital finance significantly promotes the enhancement of GTFP in the Yellow River Basin, with the green effect from the digitalization level of digital finance being the most substantial. b) Both a proactive government and a effective market exhibit dual threshold effects in the process of digital finance influencing green total factor productivity in the Yellow River Basin. The positive effect of digital finance on the green total factor productivity of the Yellow River Basin increases nonlinearly with the improvement of government governance and marketization levels. c) The positive effect of digital finance on GTFP in the Yellow River Basin demonstrates regional heterogeneity and resources dependency heterogeneity, specifically manifests as a greater positive effect in midstream and downstream cities compared to upstream cities, and a larger positive effect in non-resources-based cities than in resource-based cities. d) The development of digital finance not only elevates the GTFP of the local city but also radiates to enhance that of neighboring cities. The study proposes the following policy recommendations: Persistently advance market-oriented reforms in both breadth and depth to elevate marketization levels. Support green development in the Yellow River Basin through improvements in new infrastructure and structural tax and fee reductions. Optimize measures for digital finance development according to local conditions. Strengthen regional cooperation among cities within the basin, leveraging the “Belt and Road” Initiative as a linkage.

  • Possible Incoming Sediment Amount Under Extreme Rainfall Conditions in the Yellow River Watershed

    YU Xin, XIAO Qianlu, WANG Fangyuan, CHEN Zhen, LI Xiaoping
    2025, 47(12): 29-34.
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    Assessing the changes in water and sediment dynamics in the Yellow River, particularly the trend of sediment load, is crucial for formulating strategies for Yellow River management. This study selected 13 typical tributaries in the He-Long reach and the Jinghe, Weihe, and Luohe Rivers, which had experienced relatively high rainfall in recent years but exhibited varying degrees of sediment reduction. The potential sediment yield under extreme rainfall conditions in these basins was analyzed, and the sediment load at Tongguan Station was estimated. Based on hydrological frequency analysis and historical extreme rainfall combinations, extreme rainfall scenarios were designed. The results show that under current underlying surface conditions, the maximum annual sediment yield from typical basins in the He-Long reach during extreme rainfall events accounts for up to 35% of the historically measured maximum annual sediment yield. Using this 35% ratio, the estimated sediment yield from the He-Long reach under extreme rainfall and current underlying surface conditions is 767 million tons. Under the same conditions, the sediment yields at the Xianyang Station on the Weihe River and the Zhuangtou Station on the Beiluo River are 89 million tons and 110 million tons, respectively. The potential maximum sediment yield from the upper reaches of the Jinghe River at the Zhangjiashan Station is 449 million tons. Considering the maximum sediment transport of 177 million tons recorded at the Toudaoguai Station since 2012, the potential maximum sediment load at the Tongguan Station under extreme rainfall and current underlying surface conditions is estimated to be 1.592 billion tons, which is 41% of the historical maximum of 3.91 billion tons.

  • Water Conservation and Runoff Evolution Trend in the Source Region of the Yellow River

    ZHAO Gaolei, TIAN Shimin, CHEN Rongxu, HUANG Bochao, LIANG Shuai, WANG Xin, DUAN Jiahui
    2025, 47(12): 35-41.
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    The source region of the Yellow River (SRYR) is an important water conservation and runoff production area in the Yellow River Basin. In the context of climate change, evaluating the water source conservation and runoff evolution trends in the SRYR is of great practical significance for basin management. This research collected DEM, land use, soil, meteorological, and measured runoff data from the SRYR, and built a high-precision ecological hydrological model (soil and water assessment tool, SWAT) and statistical downscaling model (SDSM) to calculate and analyze the temporal, spatial, and ecosystem scale changes in water conservation capacity and the evolution trend of runoff in the SRYR. The results show that the average water conservation capacity of the SRYR from 1970 to 2024 is 126.4 mm, with a distribution pattern of less in the east and more in the west, and less in the south and north, with significant spatial differences. The contribution rate of grassland to the water conservation of the SRYR is the highest, at 78.2%. The rainfall runoff method shows that the precipitation in the SRYR has increased and decreased by 15%, and the runoff has increased and decreased by 26.82% and 21.15% compared to the baseline level. The simulation results of the ecological hydrological model show that comparing to the current year (2010-2023), the recent (2025-2050) and long-term (2051-2100) changes in runoff in the source area are -2.22% to 6.51% and -0.23% to 10.23% respectively. 

  • Analysis of Xiaolangdi Reservoir Sediment Discharge Operation Modes and Indicators for Recent Pre-Flood Water and Sediment Regulation

    WANG Ting, JIA Menghao, MA Huaibao, REN Zhihui
    2025, 47(12): 42-46.
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    Based on the recent boundary conditions of the Xiaolangdi Reservoir area, the operation methods and sediment discharge indicators of the Xiaolangdi Reservoir for the recent pre-flood water and sediment regulation had been optimized from the perspectives of  mitigating reservoir siltation, reducing safety risks in downstream river channels, lowering the sandbar at the entrance of the Zhenshui tributary, and increasing the reservoir’s sediment discharge capacity. The water level for sediment discharge operation should be lower than the sedimentation surface of newly deposited sediments in the main stream channel and the elevation of the internal sedimentation surface of the Zhenshui tributary. About 12 hours before the water level of the Xiaolangdi Reservoir was dropped to the sediment discharge water level, the Sanmenxia Reservoir should first release a small flood process with a discharge of approximately 1 400 m3/s to scour and gradually restore the flow capacity of the river channel. After that, the outflow discharge of the Sanmenxia Reservoir should be increased in real time to around 3 000 m3/s. During the sediment discharge period, the Xiaolangdi Reservoir maintained balanced inflow and outflow operation. Through optimization, during the 2025 pre-flood water and sediment regulation, the maximum outflow sediment concentration of the Xiaolangdi Reservoir is reduced to 250 kg/m3; the outflow sediment volume is 168.3 million tons, and the erosion volume in the reservoir area is 107.0 million tons. Both the outflow sediment volume and the erosion volume rank first among all previous water and sediment regulation before the flood season.

  • Research on the Identification of the Synergistic Relationship Between Agricultural Water Saving and Ecological Security of Hetao Irrigation Area 

    WANG Youzhi, CHENG Chunxiao, HAN Jinxu, DANG Suzhen, LI Jiawei, ZHANG Han, ZHANG Wenge
    2025, 47(12): 47-53.
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    Clarifying the game synergy relationships between agricultural water saving and ecological security is the foundation for determining the water-saving potential as well as maintaining ecological security in irrigation areas. This study adopted ecological value calculation, tendency analysis and formulated ecological security area approaches to identify the matching degree between the supply and demand of ecological values. On this basis, the study analyzed the matching situation of ecological value supply and demand in the Hetao irrigation area, the evolution laws of the scale of agricultural irrigation, the area of forests, grasslands and lakes and ecological value under the scenario of agricultural water conservation, clarified the groundwater burial depth threshold for maintaining the ecological functions of forests, grasslands, lakes and farmlands, and identified the game synergy relationship between agricultural water conservation and ecological security. The results show that the supply of ecological values relies on human activities such as ecological water replenishment and surface irrigation, and there is a certain degree of mismatch with ecological demand. With the advancement of agricultural water saving, groundwater depth increases, the ecological security area decreases, and ecological functions weaken. There exists a competitive relationship between agriculture and ecology in terms of water and land use. A reasonable ecological groundwater depth is a prerequisite for maintaining the ecological functions of irrigation areas.

  • Calculation Method of Erosion and Deposition in the Lower Reaches of Weihe River Based on Delayed Response Model

    XU Xiaoyang, CHEN Yuejun, WEI Huan, WANG Ping, HU Tian, ZHANG Xiaohua
    2025, 47(12): 54-59.
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    The lag response is a significant characteristic of fluvial processes in alluvial rivers. However, research on the lag response law of erosion and deposition in the lower reaches of the Weihe River was currently limited. Firstly, the calculation model of the erosion and deposition in the lower reaches of the Weihe River is established in this paper, based on the single-step analytical mode of the delayed response model. Secondly, the main influencing factors of the scour and fill in the lower reaches of the Weihe River were analyzed, and the calculation formula of the scour and fill in the lower reaches of the Weihe River in the equilibrium state was established by introducing the parameters of the average discharge, the median diameter of the suspended sediment, the average sediment concentration and the rise and fall of the Tongguan elevation. Subsequently, the calculation method of scour and fill in the lower reaches of the Weihe River was established by combining it with the calculation model of scour and fill in the lower reaches of the Weihe River and the calculation formula of scour and fill in the equilibrium state. The formula had been subjected to rigorous testing using measured data on water and sediment. The results of this testing demonstrate that the goodness of fit of the calculation method for cumulative erosion and deposition in the Xianyang-Lintong reach, the Lintong-Huaxian reach and the reach below Huaxian is 0.92, 0.88 and 0.27, respectively. The data excluding 2010 and 2014 shows that the goodness of fit of the cumulative amount of erosion and deposition in the lower reaches of Huaxian County is 0.70. The formula presented in this paper has been demonstrated to demonstrate a high degree of adaptability in the calculation of the scour and fill volume in the lower reaches of the Weihe River. Furthermore, it has been shown to accurately reflect the adjustment law of the scour and fill volume in the lower reaches of the Weihe River with the change of water and sediment conditions.
  • Sediment Transport Patterns and Response of Erosion and Deposition in the Ningxia-Inner Mongolia Reach to the Joint Reservoir Sediment Flushing in the Upper and Middle Reaches of the Yellow River

    LI Bin, REN Zhihui, ZHENG Yanshuang, ZHANG Xiaohua
    2025, 47(12): 60-64.
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    This study focused on analyzing the sediment discharge effect of the Qingtongxia and Haibowan reservoirs during the joint sediment flushing period in the upper and middle reaches of the Yellow River from 2023 to 2024, as well as the erosion and deposition characteristics of the Ningxia-Inner Mongolia reach. Additionally, the sediment transport patterns in this reach were investigated. The results indicate that during the joint sediment flushing period, the sediment discharge ratios of both the Qingtongxia and Haibowan reservoirs exceed 150% effectively, and their storage capacities are effectively restored. Rapid deposition occurs in the Qingtongxia-Shizuishan and Bayangaole-Toudaoguai sections downstream of the reservoirs, with the deposited sediment being largely eroded during the non-flood season of the same year or the following year. Furthermore, relationships are established between the sediment discharge ratio of the Qingtongxia-Shizuishan section during the flushing period at Qingtongxia Reservoir and both the proportion of scoured sediment from the reservoir area in the outgoing sediment and the sediment coefficient of the flushing flood. It is also identified that when the sediment concentration at the outlet of Haibowan Reservoir exceeds 4 kg/m3, the Bayangaole-Baotou section has changed from erosion to siltation.

  • Operation Process and Siltation Changes of Xiaolangdi Reservoir in 2024

    REN Haizhou, REN Zhihui, JIA Menghao, CHEN Lei, DONG Pengfei, WANG Ting
    2025, 47(12): 65-70.
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    In 2024, the Yellow River Basin faced a severe and complex situation of drought resistance and flood control. The Yellow River Conservancy Commission (YRCC) implemented scientific scheduling, carried out emergency drought-relief regulation of the key reservoir on the main stream of the Yellow River with Xiaolangdi Reservoir at its core, and conducted three flood-season water-sediment regulation processes. This achieved multiple objectives include drought relief, flood control and deposition reduction. Based on the inflow water-sediment data and reservoir operation process, this study analyzed the sediment discharge of the Xiaolangdi Reservoir and the reservoir area’s siltation-erosion changes in 2024. The results are as follows: The annual sediment inflow and outflow volumes are 309.8 million tons and 205.2 million tons respectively, with a sediment discharge ratio of 66.2%. During the three flood seasons, a total of 199.7 million tons of sediment is discharged through water and sediment regulation, accounting for 97.3% of the total sediment discharge for the year. In 2024, the reservoir area is silted up by 116.5 million m3, of which, the main stream and tributaries account for 78.6% and 21.4% of the siltation respectively, with most siltation occurring between elevations of 220 m and 235 m. After the 2024 flood season, the sandbar at the mouth of the Zhenshui River (located 16.39 km from the dam) reaches a height of 5.63 m, resulting in approximately 40.7 million m3 of reservoir capacity in the Zhenshui River being un-utilizable due to the sandbar blockage. It is recommended that in future reservoir operations, measures should be taken to reduce the height of the sandbar at the mouth of the Zhenshui River or slow down its rate of rise, in order to enhance the comprehensive benefits of the reservoir. The scheduling practice in 2024 shows that in order to ensure the water supply for drought resistance downstream, no water and sediment regulation dispatching was carried out before the flood season. However, during the flood season, through scientific optimization, Xiaolangdi Reservoir can still achieve good sediment discharge results.
  • Research on Prediction Model of Short-Time Scale Cross-Section Scour and Silt Variation in the Yellow River

    JIANG Kaixuan, CHANG Shan, LIU Wei, JI Junfeng
    2025, 47(12): 71-76.
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    In actual application on the Yellow River, the change law of sediment scouring and silting is greatly significant for the sediment and flood control, but the law in short time scale has not received enough attention. In this paper, a roll prediction model for short-term scour and silt was established at Bayangaole and other stations on the Yellow River. Sense the error from the model was obviously smaller than that of the directly borrowed section, it was verified that the sediment content, velocity and water depth were correlated with the short-term changes of the section area, and the model parameters were continuous across the years. Further study and analysis of variables had provided theoretical support for optimizing in production. In addition, this paper deeply discussed the factors that affect the quality of the model, and put forward the technical direction for improving the model.
  • Comparative Analysis of the Applicability of Design Flood Calculation Methods for Typical Small Watersheds in Lanzhou Area

    HE Wenshe, MA Xiulan, HE Liangliang, WANG Kai, LI Yongxu
    2025, 47(12): 77-83.
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    Facing the trend of frequent extreme weather and the increasing flood disasters, it is particularly important to ensure the accuracy of design flood calculations in the context of flood prevention and control in small watersheds. Seeking design flood calculation methods applicable to small watersheds can effectively improve the level of flood safety. Combining the characteristics of small watershed rainstorm floods in Lanzhou area, the rational formula method, the empirical formula method of small watershed flood peak flow in Gansu Province, the   regional rainstorm empirical formula method and the empirical formula method of flood peak flow were adopted to calculate the once-in-a-century design flood of typical channels, and the selection methods of various parameters were analyzed to evaluate their rationality. The results show that there is a significant correlation pattern between typical gully flood modulus, with the larger the watershed area, the smaller the flood modulus. The flood peak modulus value of the empirical formula method of flood peak flow in small watersheds in Gansu Province is close to the average value, and the result of its flood volume calculation is relatively more reasonable. The rational formula method calculates more realistic results, but requires more parameters. Compared to the two, the former expression is simple and easy to compute. In this method, the relationship of CV=2F-0.08 and CS=3CV is selected to determine the modal ratio coefficient, and the design flood results obtained have the highest accuracy and the smallest error, which is in line with the characteristics of the Lanzhou area, and can provide a reference for the selection of the calculation method of flood in a small watershed.
  • Research on the Spatial-Temporal Evolution and Spatial Correlation Network Characteristics of Urban Waterlogging Resilience in the Fenwei Plain

    FENG Mei, XUE Ye, GUO Ling, LIANG Jialiang
    2025, 47(12): 84-91.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Under the background of rapid urbanization, urban waterlogging disasters occur frequently, seriously threatening urban public safety and putting forward higher requirements for the resilience of urban waterlogging. The combined weighting-TOPSIS model was employed to measure the urban flood resilience levels of 11 cities in the Fenwei Plain from 2013 to 2022, analyze the temporal and spatial evolution characteristics, and examine the spatial network features of urban flood resilience through social network analysis. The spatial-temporal evolution characteristics were analyzed, and the spatial network characteristics of urban waterlogging resilience in each city were examined using social network analysis. The results show that a) from 2013 to 2022, the resilience level of urban waterlogging in the Fenwei Plain urban agglomeration has steadily increased and gradually transitioned to a balanced pattern, with all cities in the Fenwei Plain having a resilience level of at least medium or higher by 2022. b) The density of the urban waterlogging resilience network in the Fenwei Plain shows an upward trend, with closer connections among cities in the network and a more stable network structure of waterlogging resilience. However, communication between different cities still needs to be strengthened. c) The spatial network of urban waterlogging resilience in the Fenwei Plain can be divided into four sections: “net income” “two-way spillover” “broker” and “net spillover”. The spillover effect has obvious regional characteristics, and targeted and precise measures should be taken accordingly.
  • Research on the Accounting of Water Resources Value in Shangqiu City Under China’s Ownership System

    QIAO Yongbo, ZENG Zhen
    2025, 47(12): 92-97.
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    There are many accounting methods for the value of natural resources, and the selection of reasonable accounting methods has become one of the difficulties and issues faced by the current compilation of the balance sheet of the value of water natural resources. China’s natural resources ownership system has formed a unique market for water natural resources elements, and the energy analysis method can effectively solve the issue of accounting for the value of water natural resources under this immature market. In order to verify the rationality of the energy analysis method in the calculation of the value of natural resources in China, the value of water resources in Shangqiu City were calculated by using the energy analysis method. The results show that the average unit water resources value of surface water and groundwater in the natural system water resources of Shangqiu City in 2021 are 0.88 and 0.82 yuan/m3 respectively. The average unit water resources value of the socio-economic system is 9.99 yuan/m3, and the calculation results are consistent with the actual situation. Through the practical application and literature comparison, it is confirmed that the energy value analysis method is in line with the unique background of China’s ownership system, and is feasibility, effectiveness and universality in the application of natural resources value accounting.
  • Research on the Rebound Effect of Water Resources Based on CGE Model

    MAO Ying, DENG Guangyao
    2025, 47(12): 98-103.
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    The effectiveness of water-saving measures aimed at improving water resources utilization efficiency will be affected by the rebound effect of water resources. This paper took Gansu Province as an example, and built Computable General Equilibrium (CGE) model to measure the rebound effect of water resources when the production water efficiency was increased by 1%, 5% and 10% respectively, and discussed the economic and environmental effects of the improvement of water use efficiency. The results indicate that improving the water use efficiency of various production sectors will stimulate the economic development of Gansu Province. There is a rebound effect of water resources in Gansu Province, and there are large differences among different departments. In the long run, the water resources consumption of various economic agents and departments increase to varying degrees with the improvement of production water efficiency, and the rebound effect shows a trend of increasing year by year.

  • Study on Phytoplankton Community Structure and Niche in Yellow River Wetland Park, Zhongwei City, Ningxia

    DONG Junlin, QIU Xiaocong, YIN Juan, WANG Kai, WANG Chuyou
    2025, 47(12): 104-109.
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    In order to clarify the seasonal characteristics and succession patterns of the phytoplankton community structure in the Yellow River Wetland Park of Zhongwei, Ningxia, a systematic investigation was conducted on the species composition, density and biomass of phytoplankton in the park in spring (April), summer (July) and autumn (October) of 2024. Through non-metric multidimensional scaling (NMDS) and niche analysis methods, the community structure of phytoplankton was analyzed. The results show that a total of 7 phyla and 43 species of phytoplankton are detected in the Yellow River Wetland Park of Zhongwei, among which the chlorophyta has the most species (16 species). There are 8 dominant species, and platymonas subcordiformis is the dominant species at all three sampling points, with a significant dominance. The average density of phytoplankton is 4.201 1 million/L and the average biomass is 5.049 mg/L. The phytoplankton species in the Yellow River Wetland Park of Zhongwei were relatively few, and the community structure was relatively simple and unstable. There are significant differences in phytoplankton populations at different sampling times (P < 0.05). The niche overlap index of dominant species in different seasons is significantly different, and the resources utilization is significantly different. 
  • Research on the Suitability and Application of Ecological Flow Calculation Methods for Pumped Storage Power Stations

    KANG Jianmin, HU Yajie, TANG Caihong, ZHANG Shanghong
    2025, 47(12): 110-115.
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    As a regulated power source, pumped storage power stations are an important way to achieve the dual carbon goal and build a new type of green power system. In order to protect the ecosystem function of the downstream river channel of the power station, a certain amount of ecological flow needs to be released from the dam site section. Based on various ecological flow calculation methods, this article conducted relevant suitability research. According to the characteristics of pumped storage power stations, a suitable method for calculating the ecological flow of pumped storage power stations had been determined, which was applied in Qingyuan Pumped Storage Power Station to determine a reasonable ecological flow process. The results show that the hydrology and wet cycle methods are suitable calculation methods for ecological flow at the dam site of pumped storage power stations, except for January and February, the proportion of ecological flow in other months to the average annual flow is above 10%. The ecological environment conditions in the corresponding river channels are above the general level, and the ecological flow process is reasonable.
  • Groundwater Contamination Risk Assessment for Karst Area in Southwest China Based on the PLEIK Model

    LIU Shuang, JIQIN Kebuzi, LI Qiang, ZHOU Yanan, JIANG Feng, LIANG Feng, LIU Haowen
    2025, 47(12): 116-122.
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    Groundwater pollution risk assessment is one of the important methods for groundwater pollution prevention and control. Taking the underground river system in a water source area of Dafang County as an example, a large amount of data was obtained through means such as data collection, field surveys and experimental testing. The PLEIK model suitable for karst areas was selected for groundwater vulnerability assessment, and groundwater pollution load assessment and groundwater functional value assessment were carried out simultaneously, based on the ArcGIS software, spatial overlay analysis was conducted to generate a groundwater pollution risk distribution map of the study area. The results show that the groundwater pollution risk level in the study area is mainly low risk, followed by high risk, and the least is medium risk, accounting for 88%, 9%, and 3% of the total area respectively. Among them, the concentrated distribution of mining areas and agricultural pollution sources, as well as the relatively high groundwater functional value, are the dominant factors in the high-risk areas.
  • Environmental Geochemical Characteristics of Heavy Metals in Sediments in the Upper Reaches of Fenhe River

    ZHANG Xiaolin, WANG Qiliang, WEN Xueqin, XIE Yibing, JIA Liji, ZHANG Hong
    2025, 47(12): 123-129.
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    The distribution of heavy metals in river sediments and their potential risks are of great significance for the treatment of heavy metal pollution in rivers. In order to explore the heavy metal pollution status of sediments in the upper reaches of the Fenhe River, sampling points were set up in the upper reaches of the Fenhe River to monitor the contents of Cr, Cu, Zn, As, Cd, Hg and Pb in the sediments. The pollution status of heavy metals in sediments was evaluated by using the single-factor pollution index method, the Nemero comprehensive pollution index method and the potential ecological risk index method. Correlation analysis, principal component analysis and the building of the PCA-APCS-MLR model were employed for the source analysis of heavy metals in sediments. The results show that Cr, Zn, Cd, Hg and Pb in the sediments of the upper reaches of the Fenhe River are enriched. The pollution degrees of Cr, Pb, Zn and Cd are relatively mild, while Hg is in a severely polluted state in the middle and lower sections. Hg and Cd are the main contributing elements of the potential ecological risks of heavy metals in the sediments of the upper reaches of the Fenhe River. Industrial activities, agricultural activities and transportation are the main sources of heavy metals in the sediments of the upper reaches of the Fenhe River.
  • Experimental Study on Soybean Urease-Induced Calcium Carbonate Deposition for Repairing Loess Fissures and Resisting Rain Erosion

    CHEN Jie, TANG Zhanyuan, AN Zhihuan, GAO Jian, MA Yuanbo
    2025, 47(12): 130-135.
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    Both microbially induced calcium carbonate deposition (MICP) technology and plant-derived urease-induced calcium carbonate deposition (EICP) technology can be used for soil improvement. Compared with MICP, EICP is more practical due to its simplified operation process. In order to provide practical references for the application of EICP technology in the repair of loess fissures and soil erosion control, the loess soil samples with fissures were treated by soybean urease-induced calcium carbonate deposition (SICP) technology. The slope angle of soil samples was set at 45°, and a simulated rainfall erosion test was conducted with a rainfall intensity of 0.75 mm/min (45 mm/h) and a rainfall duration of 30 minutes. The rainfall erosion process of soil samples was captured with a camera, and the erosion rate and cumulative erosion weight were calculated. XRD phase analysis and SEM micromorphology were conducted to observe the mineral components and microstructure of soil samples after rainfall erosion. The results show that a) after the soil samples are treated with SICP, soil erosion is delayed, the erosion rate and cumulative erosion weight are reduced, and the maximum erosion rate and cumulative erosion weight are only 8% and 7% of the control soil samples, respectively. b) The filling of soil sample pores and cementation of soil particles by SICP-mediated calcium carbonate crystals improve the microstructure of loess, enhance the soil compactness and bonding force between soil particles, and form a dense crust. This is the main mechanism for the repair of loess fissures and the enhancement of its erosion resistance.

  • Analyzing the Spatial-Temporal Variations and Determinants of Spring Maize Water Demand in the Yongding River Basin

    SONG Tianyuan, HAN Yunpeng, ZHANG Xingxing, WAN Xiaoyi, WANG Ruiguo, LU Jia
    2025, 47(12): 136-142.
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    In order to explore the water demand pattern and causes of spring maize in Yongding River Basin, the Penman-Monteith formula was used to calculate the day-by-day crop water demand during the maize's reproductive period, the trend analysis method was used to analyze the trend of crop water demand, effective precipitation and crop water surplus and deficit index (CWSDI), and the grey correlation analysis was used to explore the meteorological factors that affect the crop water demand. The study shows that a) the water demand of spring maize in the Yongding River Basin varies relatively steadily over time, and spatially it shows a trend of gradual increase from the southwest to the northeast, with a sudden change in the Hebei and Shanxi regions in 1996 and 2001, respectively; b) the CWSDI shows a trend of decreasing and then increasing, and maize in the Hebei region is more susceptible to drought stress; c) the gray correlation coefficients between corn water demand and the minimum relative humidity, maximum wind speed and average wind speed in the upper Yongding River basin are relatively large. The spatial and temporal distribution of precipitation and crop water demand in the Yongding River Basin is uneven, and the water deficit is particularly serious in the eastern region. In the future, we should improve the irrigation guarantee capacity of the basin and strengthen the attention to the risk caused by atmospheric drought.
  • Research on the Application of Cement Slurry Geotextile Bag Grouting Plug Sealing Technology in Deep Hole Grouting

    GU Guanghui, JIANG Hongliang
    2025, 47(12): 143-147.
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    Aiming at the technical challenges in deep hole grouting of the Xinjiang tunnel Project, such as the traditional inflatable grout plug being prone to puncture by high pressure, the drill rod joint thread stripping and falling off, and hidden safety hazards from power failure and pressure loss, this study developed and applied the “cement slurry bag-type grout plug” sealing technology.  The paper systematically expounded the construction process, material selection for the bag, and design of key parameters of this technology. The engineering practice research shows that when using polypropylene filament geotextile (200 g/m2) to fabricate the bag, designing the bag diameter as 3.5-4.0 times the borehole diameter, and setting the sealing bag length to 1.22 m, the plug can withstand a high pressure of 6.5 MPa. Comparing with traditional processes, this technology not only reduces equipment investment, eliminates safety hazards, and shortens the construction period but also achieves significant dual reductions in direct and indirect costs. It features notable advantages such as high-pressure resistance, zero operating cost, and simple operation, providing a reliable reference solution for the sealing treatment of deep hole grouting in similar projects.

  • TBM Tunnel Surrounding Rock Grade Prediction Based on CNN-LSTM-SAM-Attention Model

    GONG Liliang, MA Xiao, ZHANG Xiaoying, YAN Haolong
    2025, 47(12): 148-152.
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    Tunnel Boring Machine (TBM) exhibits strong geological adaptability in hard rock tunnel construction, making it essential to ensure safe and efficient tunneling. This study proposed a CNN-LSTM-SAM-Attention-based model for predicting TBM tunnel surrounding rock grades. Taking a TBM water diversion tunnel project in Xinjiang as the research background, raw data from stable tunneling phases were collected to investigate the distribution of TBM tunneling parameters (thrust, cutterhead rotation speed, torque and penetration rate) across different surrounding rock grades. A comprehensive database was built  by averaging the raw tunneling data. Traditional machine learning algorithms, including Support Vector Machine (SVM) and Random Forest (RF), were selected to compare their predictive performance with the proposed model. The results indicate that tunneling parameters exhibit good discriminability across different surrounding rock grades. The proposed model achieves a higher prediction accuracy compared to SVM and RF models, with an average accuracy of 90.2%. This demonstrates the model’s ability to effectively capture spatial-temporal features of tunneling data and enhance focus on key features through the spatial attention mechanism.
  • Intelligent Design Method of In-Site Transportation in Hydraulic and Hydropower Project Based on BIM

    LI Peilin, XIE Zundang, MU Lichao, LAN Zuxiu, MIN Qiaoling
    2025, 47(12): 153-157.
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    The planning and design of on-site transportation for hydraulic and hydropower engineering projects are complex. Traditional traffic design methods and BIM modeling face challenges such as low efficiency and difficult collaboration. Taking the Nalenggele River Water Conservancy Hub Project as a case study, this paper proposed a BIM-based intelligent design method for roads and bridges. For intelligent road design, a road intelligent agent embedded with design specifications for hydraulic and hydropower project on-site roads was developed, achieving 3D forward design of road engineering. A comparison with 2D design results showed a 6.82% difference in calculated excavation volume and a 4.93% difference in calculated backfill volume. For intelligent bridge design, an on-site bridge catalog template system for hydraulic and hydropower engineering including bridge superstructure, substructure, and ancillary facilities was established. This enabled efficient creation of bridge models adapted to the terrain, reducing scheme design time by 90% compared to traditional manual methods. The adoption of this method for collaborative design of transportation engineering and hydraulic structures on the same platform effectively facilitates collision detection and conflict coordination, thereby reducing design changes and construction risks.
  • Building of the “Four Pre” Measures Matrix for Flood Control in Modern Reservoir Operation and Management

    XIE Min, CHENG Dong, LIU Tianyu, WANG Xuemei, QI Shuwen
    2025, 47(12): 158-163.
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    In order to address the challenges of safe operation of reservoirs in the context of frequent extreme weather events, based on the framework of modern reservoir operation management matrix system, taking Meizhou Reservoir in Guangdong Province as an example, this paper explored the systematic building and practice of flood control “four pre” (forecasting, early warning, rehearsal, and contingency plan) measures in the matrix. This paper integrated CNFF distributed hydrological model, progressive risk warning model, Godunov format flood dynamics model, digital twin scenario rehearsal technology, and intelligent contingency plan generation technology, and built a full chain management process with “four pre” as the technical center. The application results show that the “four pre” measures significantly extend the forecast period of reservoir floods, improve the accuracy of risk warning, the authenticity of scenario simulation, and the scientificity of dispatch plans. The reservoir simulation and contingency plans are presented in a visual form, helping decision-makers quickly understand flood scenarios and formulate optimal dispatch strategies.

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