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10 January 2026, Volume 48 Issue 1
    

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  • WANG Guangqian
    Yellow River. 2026, 48(1): 1-5.
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    This paper systematically elaborated on the transformation of Yellow River research from the traditional Three Yellow Riversparadigm (Prototype Yellow River, Model Yellow River, Digital Yellow River) to the new paradigm of Authentic Yellow River. Over the past 20 years, the construction of the Three Yellow Riverselevated the scientific research and technological development of the Yellow River to a higher level, playing a crucial role in the governance and protection of the Yellow River. With the breakthrough of artificial intelligence technology, this paper proposed the concept of Authentic Yellow River, which took the real Yellow River as the foundation, combined artificial intelligence technology to build dynamic scenarios, achieved instant question-and-answer and precise analysis, and broke through the bottleneck of traditional research paradigms. Through the case of the Beijing-Hangzhou Grand Canal crossing the Yellow River project, it demonstrates the application logic of Authentic Yellow Riverin the governance and protection of the Yellow River, pointing out that the Authentic Yellow Riverprovides methodological innovation for Yellow River research through the integration of artificial intelligence + scenario.
  • LIU Jianhua, YAN Jing
    Yellow River. 2026, 48(1): 6-11.
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    To accelerate the cultivation of new quality productive forces and provide reference for implementing the major national strategies of ecological protection and high-quality development in the Yellow River Basin, based on the connotation of new quality productive forces, this paper constructed an technology-factor-industryanalytical framework to explore the inherent logic of how new quality productive forces empower ecological protection and high-quality development in the Yellow River Basin. Specifically, revolutionary technological breakthroughs provided new driving forces, innovative allocation of production factors strengthened data empowerment, and in-depth transformation and upgrading of industries provided carrier support. It pointed out that empowering ecological protection and high-quality development in the Yellow River Basin with new quality productive forces still faced challenges such as insufficient innovation drive, the need to improve the level of factor integration and allocation, and lagging industrial transformation and upgrading. Given the reality of the Yellow River Basin, this paper proposes an enhancement path for empowering ecological protection and high-quality development in the Yellow River Basin with new quality productive forces: improving the science and technology innovation system, achieving high-level self-reliance and self-strengthening in science and technology, deepening factor market allocation, promoting the flow of data factors, accelerating the transformation and upgrading of industrial structure, and enhancing the competitive advantage of the modern industrial system.

  • ZHAO Zhihuang, LI Gang
    Yellow River. 2026, 48(1): 12-20.
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    Empowering ecological civilization construction with data elements is the underlying logic for promoting ecological environment governance in the Yellow River Basin. Evaluating the coupling and coordination relationship between data element development and ecological civilization construction is particularly important for achieving high-quality development in the Yellow River Basin. To provide theoretical basis and reference decision-making for the coordinated development of data elements and ecological civilization construction policies in the Yellow River Basin, this study focused on nine provinces (regions) in the Yellow River Basin from 2013 to 2020. The entropy method, coupling coordination degree model, and kernel density function were used to investigate the coupling coordination level between data element development and ecological civilization construction. The results show that: 1) The overall development level of data elements and the level of ecological civilization construction are steadily improving, but there are still problems of uneven and insufficient development. 2) The coupling and coordination between the development of data elements and the construction of ecological civilization have gradually strengthened, and have gone through a process of mild imbalance to near imbalance. 3) The coupling and coordination between the development of data elements and the construction of ecological civilization exhibit non-equilibrium characteristics, with downstream areas>midstream areas>upstream areas, presenting a U-shaped layout from east to west and an increasing layout from north to south. Based on the empirical results, three types of coupling and coordination are identified: high data element development-high ecological civilization construction, low data element development-high ecological civilization construction, and low data element development-low ecological civilization construction, and corresponding improvement paths are proposed.

  • JIA Jia, LIANG Shuai, TIAN Shimin, CANG Bo, CHEN Rongxu, JIANG Enhui, ZHANG Yang, ZHAI Xuejie
    Yellow River. 2026, 48(1): 21-25.
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    Accurately assessing the carbon storage of the ecosystem in the Henan section of the Yellow River Basin is of great significance for promoting low-carbon sustainable development in the region and achieving the "dual carbon" goals. Based on carbon density sampling data, a spatial density distribution dataset of carbon density in the Henan section of the Yellow River Basin was constructed. Combined with remote sensing data on land use, a systematic assessment was conducted of the carbon storage patterns and spatio-temporal evolution laws of the ecosystem in the Henan section of the Yellow River Basin for the years 1980, 1990, 2000, 2005, 2010, 2015, and 2020. The Geographic Detector was utilized to explore the influence of natural and socio-economic factors on carbon storage. The results indicate that the average carbon storage in the Henan section of the Yellow River Basin over the past 40 years was 431.16×106 t, with a spatial distribution pattern showing a slight increase from east to west and a decreasing trend from northeast to southwest, with high-value agglomeration areas mainly distributed in the downstream floodplain of the Yellow River. Before 2000, the ecosystem carbon storage in the Henan section of the Yellow River Basin decreased, followed by an increase. The carbon storage in the Yellow River Basin from 1980 to 2020 showed a downward trend. Between 1980 and 2020, 82.05% of the region in the Henan section of the Yellow River Basin maintained unchanged carbon storage, while 10.05% experienced a decrease and 7.90% an increase. Changes in land use type were the key drivers of dynamic changes in carbon storage in this region, especially the continuous expansion of construction land and encroachment on farmland and grassland, which were the main reasons for the significant decline in carbon storage. Altitude and temperature also had a certain impact on changes in carbon storage.

  • YANG Mingxin, ZHAI Jiaqi, WANG Mei, LIU Kuan, ZHAO Yong, YIN Chen
    Yellow River. 2026, 48(1): 26-32.
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    To investigate the spatiotemporal variation patterns of extreme precipitation in the Haihe River Basin, daily precipitation data from 37 meteorological stations during 1956-2022 were used to select 6 extreme precipitation indicators. Mann-Kendall non-parameter test, inverse distance weighted interpolation and Morlet wavelet analysis were employed to examine the spatiotemporal variation patterns of extreme precipitation in the Haihe River Basin. The results showed  that in the past 67 years, the extreme precipitation indexes in Haihe River Basin showed a decreasing trend, but enter the 21st century, all indexes showed an increasing trend of different degrees, especially in 2021. The extreme precipitation frequency and extreme precipitation intensity index decreased to northwest and southeast in the north central and northeast plain areas, and the extreme precipitation indexes in mountainous and hilly areas are generally higher than that in plain areas. The number of heavy rain days, the maximum precipitation of 5 days and the extremely extreme precipitation showed more or less mutations in 1964, and the maximum precipitation of 1 day and the maximum continuous precipitation days showed more or less mutations in 1968 and 1978. The periodicity of different extreme precipitation index series is different. The first main cycle is within 41-51 years. Under the scale of the first main cycle, the average change period of the number of heavy rain days, extreme precipitation and maximum continuous precipitation days is 31 years, and the average change period of the 1-day maximum precipitation, the 5-day maximum precipitation and extremely extreme precipitation is 20-36 years.

  • CHENG Mingyue, YUE Shuaijun, JI Guangxing, HUANG Junchang, CHEN Weiqiang, GUO Yulong, GENG Jianxi
    Yellow River. 2026, 48(1): 33-40.
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    Due to changes in climate and human factors, surface runoff changes. In this study, in order to measure the contribution of climate and human factors to the change of runoff in the middle and upper reaches of the Huaihe River from 1982 to 2019, this study first used Mann-Kendall trend analysis to conduct an abrupt change analysis of the runoff data in the basin. Then, determine the abrupt change year of runoff within the river basin, and divide the study time period into a baseline period and a mutation period. The contribution of climate and human factors to the runoff changes in the middle and upper reaches of the Huaihe River was quantitatively measured based on the extended Budyko model at three-time scales: month, season, and year. The results are as follows: a) On the month scale, the months in which climatic factors led to an increase in runoff are January, February, April, May, June, and December, and the months in which they led to a decrease in runoff are March, July, August, September, October, and November; Anthropogenic factors increase the runoff depth of the middle and upper Huaihe River in January, October, November, and December, and decrease it in the rest of the months. b) On a seasonal scale, human factors are  dominant  in reducing runoff in spring, summer, and autumn. Climate factors increase runoff in all four seasons, with the increase being smaller than the decrease caused by human factors. In winter, climate and human factors have a small-scale increasing effect on runoff changes. c) On an annual scale, climatic factors lead to an increase in runoff depth of 4.71 mm, and human factors lead to a decrease in runoff depth of 89.75 mm, and human factors have a greater effect on runoff change than climate factors.

  • BAI Le, YAN Junfei, SU Xiaohui, CHENG Cunzhen
    Yellow River. 2026, 48(1): 41-45.
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    This study investigated the effects of different rainfall intensities and slopes on runoff processes in the Hugou small watershed of the Yiluo River, providing a basis for the efficient utilization of water resources and ecological environment conservation in the Hugou small watershed. Based on long-term field monitoring data, this study investigated the variation characteristics of runoff volume and runoff rate on slopes under different combinations of rainfall intensity and slope gradient. A driving model of rainfall intensity and slope gradient for runoff volume was established. Results indicate that the initial runoff time is negatively correlated with rainfall intensity. At low rainfall intensities, steeper slopes result in shorter initial runoff times, while the slope effect diminishes as rainfall intensity increases and runoff duration exhibits a trend where steeper slopes correspond to longer durations. The runoff generation process exhibits a pattern characterized by an initial rapid rise followed by fluctuating attenuation after reaching its peak. Under low rainfall intensity, runoff fluctuations occur frequently; under moderate rainfall intensity, the process stabilizes relatively smoothly; and under high rainfall intensity, fluctuations become most pronounced. Rainfall intensity serves as the core factor affecting the dynamic stability of runoff generation, while slope influences the rhythm of runoff response, forming a coupled driving mechanism between rainfall intensity and slope.

  • HU Jingyu, LIU Mingxiao, NIU Ling, MENG Ben, XU Mengxin
    Yellow River. 2026, 48(1): 46-52.
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    There are many drainage projects on the left bank of the middle route channel of the South-to-North Water Diversion Project, and the inflow conditions of drainage culvert are very complex. In recent years, the continuous heavy rain and floods in Henan and Hebei made the drain floods safety of the left bank very serious. A left bank drainage culvert adjacent to the reservoir spillway was taken as an example, which with lateral interval confluence. For the typical working condition of spillway discharge and lateral inflow, it is proposed to study the hydrodynamic characteristics of pressure current and equilibrium of each culvert. By establishing the mathematical model of the intersection area + dark culvert hydrodynamics based on the RNG k-ε model, a numerical simulation study of upstream flood and different lateral confluence ratio is conducted. The flow state, flow velocity distribution, variation in turbulent kinetic energy and flow characteristics of a 6-cell buried culvert are analyzed,which also compared with the physical model test results. The simulation results show that the hydrodynamic axis gradually shifts to the right as the left confluence ratio increases. The maximum difference of the left and right sides is 0.23, so flow equilibrium and capacity of the culvert are obviously disturbed. The diversion pile array can effectively inhibit the left reflux, and the balance of each culvert flow has been significantly improved. The maximum deviation of the left and right in homogeneity is decreased by 27.8% with pile array, and local turbulent kinetic energy is decreased by 44%. It can improve the culvert overflow ability effectively.
  • ZHAO Haojie, MAO Zeyu
    Yellow River. 2026, 48(1): 53-59.
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    A quantitative method was proposed to determine the composite roughness of under-ice flow, addressing the hydraulic differences between frozen rivers and open-channel conditions in cold regions. Based on the boundary conditions of a frozen river, an analytical formula for the composite roughness was derived and its solution procedure was presented. The method was validated against 41 sets of laboratory and field data and compared with the classical formulas of Sabaneev, Larsen and Pavlovskiy. Results show that: a) The proposed approach yields the closest agreement with observations, with a mean relative error of 3.94%; b) The error of the Larsen formula increases markedly when the width-to-depth ratio is small; c) When field parameters are scarce and rapid estimates are required, the Sabaneev formula can be preferentially adopted because of its comparatively small deviations. The research results can provide a new calculation method for hydraulic calculation and engineering design of ice-covered rivers.

  • DOU Ming, PAN Deng, DOU Jingfeng, GAO Ting, HU Haodong, ZHANG Shengjie
    Yellow River. 2026, 48(1): 60-66.
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    In order to explore the evolution law of the hydrologic cycle in the water source conversion process under different working conditions, this paper took Jiuwutan water source in Zhengzhou as the research object, and constructed a simulation model of surface water-groundwater transfer process in the riverside source area based on geological, hydrological, meteorological and artificial water withdrawal data. Based on the daily surface water flow data from the Huayuankou hydrological station and groundwater level data from typical observation wells, the model parameters were calibrated and verified, and the distribution characteristics of water circulation and groundwater in Jiuwutan water source area were clarified. The results show that: 1) The Nash efficiency coefficients of MIKE 11 and MIKE SHE models are 0.94 and 0.71 respectively during calibration and verification, and the relative errors are controlled within ±15%, which indicates that the models are more accurate in simulating the daily flow of Huayuankou hydrology station and the groundwater level process of observation well; 2) There is still a significant groundwater drop funnel in the case of further water and sediment transfer and the recovery of groundwater level in the south, and the groundwater drawdown funnel will continuously diminish until it vanishes when the extraction volume is reduced to 1 million m3; 3) The groundwater in the study area basically keeps the trend of flow from north to south and from west to east, but under the current exploitation amount, the groundwater exploitation well area is fully replenished by the surrounding area.

  • SHANG Wenxiu, WANG Yu, ZHENG Xiaokang
    Yellow River. 2026, 48(1): 67-74.
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    In order to enhance the capability of water resources security assurance in river basins during extreme low-flow conditions, this paper categorized social-economic water demand into three tiers: rigid, resilient, and flexible. Furthermore, it identified the inviolable bottom-line water demand within the rigid demand tier under extreme low-flow conditions. This paper established hierarchical principles and a threshold identification methodology for water demand at each tier and quantitatively presented the stratified outcomes for both the social-economic water use in the Yellow River Basin for the year 2022 and the projected social-economic water demand for 2035. The results indicate that the total social-economic water use in the Yellow River Basin in 2022 was 40.941 billion m3, with the bottom-line, rigid, resilient, and flexible water use accounting for 61.73%, 76.03%, 11.40%, and 12.57%, respectively. It is projected that water demand will increase to 51.089 billion m3 by 2035, with the corresponding proportions being 61.26%, 74.12%, 16.26%, and 9.62%. Under the inflow scenario of the consecutive low-flow period from 1991 to 2002, neither the 2022 bottom-line water use nor the 2035 bottom-line water demand could be fully met. This reflects the significant risk of disruption to the bottom-line water demand in the Yellow River Basin during extreme low-flow periods. Therefore, it is imperative to accelerate the construction of inter-basin water transfer projects to enhance the safeguarding capability for the most basic water supply security in the Yellow River Basin under extreme low-flow conditions.
  • LIU Yali, LU Tao, LIU Fang, ZHANG Zhen, YAN Jingjing, XU Xu, WU Fangfang, CHEN Min, ZHANG Mengqi, ZHANG Chi
    Yellow River. 2026, 48(1): 75-83.
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    Integrating the ideas of territorial spatial system planning and the concept of scientific water management, this study conducted a potential analysis based on local water, trans-boundary water, and reclaimed water as a triple support, and resource, ecology, and security as a triple constraint. It also built a comprehensive water calculation that integrates three dimensions (population, economy and society), three key sectors (living, production and ecology), and three water use growth scenarios (high, medium and low). It constructed an evaluation and early warning method for the water carrying capacity of mountain cities based on potential analysis and water interpretation. Empirical studies show that the water carrying capacity and early warning level of mountain cities are closely related to the local water resources endowment, trans-boundary water resources condition, water resources allocation capacity, water ecological protection level, water security assurance requirements, social-economic development level and water growth pattern, fluctuating up and down over time, and significantly different in spatial. The water carrying capacity of the valley areas along the rivers with high productivity level is high and the early warning level is low. In contrast, hilly and mountainous areas distant from rivers, which are undergoing rapid urbanization, exhibit a low water resources carrying capacity and high early warning levels. Furthermore, the water resources carrying capacity under a high-speed water use growth scenario is significantly lower than that under medium or low speed scenarios. This situation readily leads to water scare regions exceeding the water resources warning threshold. Based on the principle of basing four aspects on water resources, it is necessary to scientifically carry out the evaluation and early warning of water resources carrying capacity, orderly promote the territorial spatial planning of determining demand by water and acting by waterand prioritizing water conservation, balancing spatial distribution, scientifically demonstrate the feasibility of complementary advantages of water resources in adjacent areas and regional allocation, and delimit the joint water carrying area reasonably, and jointly build a water security framework of joint carrying and adjusting, intensive and efficient, and harmonious between people and water.
  • ZHANG Yibo, WANG Hui, ZHAO Shougang, LAN Yan
    Yellow River. 2026, 48(1): 84-88.
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    The water diversion project from the Yangtze River to the Huaihe River is a major water resources allocation project. Its Henan section supplies water from the Xifei River in Anhui Province to the upstream. The project uses the Qingshui River to transport water for 48.40 km, and the operation of the project will cause the change of groundwater level. Therefore, the influence of the change  of groundwater level around the river on the safe and stable operation of the project is studied. In this study, BPNN, SVM and XGBoost algorithms were used to establish machine learning models to predict the groundwater level around the water conveyance channel. The training effects of different models were compared and the optimal prediction model was selected. The influence of different vertical distances from the channel on the prediction of groundwater level was analyzed. The results show that SVM has the best effect in predicting groundwater level, and the vertical distance from the channel has no effect on the prediction results of groundwater level.

  • PANG Bo, FU Yao, LI Xiaoxing, RUAN Jiuli
    Yellow River. 2026, 48(1): 89-95.
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    It is significant to study the coupling coordination development relationship of water, energy, environment and economy (WEEE) system of resource-based cities in the Yellow River Basin to achieve ecological protection and high-quality development in the Yellow River Basin. This study developed a water-energy-environment-economy evaluation indicator system. Based on the data of 33 resource-based cities in the Yellow River Basin from 2002 to 2022, this paper used the coupling coordination model to analyze the temporal evolution and spatial distribution characteristics of coupling coordination, used the spatial autocorrelation model to analyze the clustering differences of coupling coordination, and further used the obstacle degree model to diagnose the obstacle factors restricting the development of coupling coordination. The results show that: a) The overall coupling coordination value of the Yellow River Basin shows a fluctuating upward trend, the overall coordinated development level of WEEE gradually increases, and the coupling coordination degree shows a pattern of the overall mean value of the downstream>upstream>overall mean>midstream. b) The spatial distribution of coupling coordination showed a spatial variation pattern of high in the periphery and low in the middle, and the Moran index increased from 0.18 to 0.34 from 2002 to 2022, showing a certain spatial agglomeration. c) The first obstacle factor in the Yellow River Basin is per capita water resources, and its obstacle degree is increasing.
  • YU Na, LIU Xinzheng, LI Tingting, ZONG Ying, ZHUANG Fulei, LYU Yufeng
    Yellow River. 2026, 48(1): 96-102.
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    Groundwater is the main water source in the Luxi Plain. A systematic investigation of the distribution, origins, and human health risks of fluoride and iodide in groundwater systematically can provide a crucial foundation for the scientific and rational utilization of groundwater resources in this area. In this study, the hinterland of the Luxi Plain, Liaocheng City, was selected as the study area. The spatial distribution and hydrochemical characteristics of fluoride and iodide in groundwater were analyzed systematically. Moreover, the ecological risk early warning and human health risks of fluoride and iodide in the study area were evaluated. Results show that the samples with high-fluoride and high-iodide accounted for 15.00% and 73.33%, respectively. High-fluoride groundwater was scatteredly distributed in Yanggu County, Shen County, and Guan County. The areas with relatively severe iodide pollution are located along the Beijing-Hangzhou Grand Canal and in regions affected by its water flow. Mineral dissolution and evaporation are identified as the primary factors influencing fluoride and iodide concentrations. The groundwater iodide is at a mild warning level, while fluoride and iodide in some areas of Guanxian County and along the Beijing-Hangzhou Grand Canal are at moderate to severe warning levels. The potential non-carcinogenic health risks to humans from fluoride and iodide in groundwater primarily stem from drinking water exposure, with the potential risks being significantly higher for children than for adults.
  • LIU Ankang, XU Qing, ZHU Wenjin, ZHANG Yang, XIE Baozhu, TANG Xinyue, KUANG Lijie
    Yellow River. 2026, 48(1): 103-108.
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    Low Impact Development (LID) facilities, as a sustainable stormwater management measure, demonstrate significant effectiveness in mitigating urban inundation, reducing peak runoff, and improving water quality. However, scientifically optimizing the layout and scale of LID facilities to achieve both runoff reduction and economic feasibility remains a challenging task. This study focused on the Haizhou District of Lianyungang City, Jiangsu Province. Integrating the characteristics of urban functional zones, it proposed a bidirectional dynamic pruning-based global exhaustive search method, which employs differentiated runoff control rates to ensure the precise matching of LID facility types and scales. A cross-scale  coupling model for surface runoff and surface inundation was established by integrating the SWMM hydrological model with the LISFLOOD-FP hydrodynamic model. The results indicated that under a 2-year return period, the runoff control rate increased from 31.9% to 64.1%, the peak runoff decreased by 63.5%, the total inundation volume was reduced by 89%, the inundated area was reduced by 73.6%, and deep inundation zones (with depths greater than 0.5 m) were virtually eliminated. The bidirectional dynamic pruning exhaustive method under heterogeneous constraints effectively balanced spatial adaptability and global economic feasibility. The dynamic pruning strategy, by eliminating ineffective LID combinations, reduced the computational load by 58.7%, demonstrating the practicality of this algorithm for low-dimensional nonlinear optimization problems.
  • KOU Xinhai, BAI Le, LIAN Yanqing
    Yellow River. 2026, 48(1): 109-115.
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    The ecological degradation problem in the Yiluo River Basin is serious. Exploring the response mechanism of soil moisture to rainfall in the basin is of great significance. Taking the Songxian Soil and Water Conservation Science Research Institute in the Yiluo River Basin as the experimental field, this paper discussed the impacts of rainfall characteristics, land use types and seasonal changes on the moisture dynamics at soil depths of 20 cm, 40 cm and 60 cm. The results show that rainfall intensity and duration significantly affect the surface soil moisture response time and infiltration depth. For short-duration and heavy rainfall events, the surface response lag time is relatively short, but a relatively high cumulative rainfall is required. Vegetation coverage significantly improves the soil water storage capacity. The moisture content in the wet season and dry season of poplar forest land is 30.10% and 28.77% respectively, which is significantly higher than that of other land use types. In addition, the change between the wet and dry seasons significantly affects the soil moisture dynamics. The response time in the wet season is shorter (4.12 h), but the cumulative rainfall requirement is greater (13.86 mm); the recharge efficiency is higher in the dry season.
  • ZHANG Jie, BAI Le, LI Jianlin, HUANG Mengge, LIU Yahui, DU Kai
    Yellow River. 2026, 48(1): 116-121.
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    To explore the coordinated relationship between ecological protection and high-quality development in energy-based cities in the Yellow River Basin, Ordos City was taken as an example to study the spatiotemporal evolution characteristics and influencing factors of ecological protection and high-quality development from 2001 to 2023. Core indicators were determined through correlation analysis and principal component analysis, and a comprehensive evaluation index system based on the PSR model was constructed. The combined weighting method of EWM-AHP-DEMATEL was used to determine the weights of indicators, the TOPSIS model was employed to calculate the ecological protection index and high-quality development index, and the coupling coordination degree was used to measure the coupling and coordination relationship between ecological protection and high-quality development. The results show that the ecological protection and high-quality development indices generally exhibit an upward trend, but the growth rate of the ecological protection index slows down due to the marginal diminishing effect of policies, while the high-quality development index fluctuates with economic transformation, showing a trend of first increasing, then decreasing, and subsequently increasing again. The coupling coordination degree spatial distribution is low in the west and high in the central and eastern regions. Granted patents per capita, carbon emission intensity, and the proportion of environmental governance investment are the main influencing factors.

  • WANG Jiarong, LIU Jing, YIN Shan
    Yellow River. 2026, 48(1): 122-127.
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    To effectively control soil erosion in the Huangfuchuan, improve the regional ecological environment, and promote the construction of eco-environment friendly small watersheds, the Inner Mongolia section of the Huangfuchuan was selected as the research area. Based on a comprehensive understanding of the natural geographical conditions, land use status, water source quality, river and gully conditions, human settlements and social economic conditions of the study area, following the principle of first zoning, then classification, the spatial analysis software ArcGIS was used to conduct superimposed analysis on four layers of land use status, surface slope, river network and water system, and vegetation coverage with a resolution of 30 m. Firstly, the prevention and protection zone, comprehensive control zone and ecological restoration zone were delineated. Then, the configuration principles of measures for each type of prevention and control zone and the configuration of measures for each sub-region of soil erosion in the comprehensive management zone (loess hills and gully zone, arsenic sandstone hills and gully zone) were clarified. Six types of eco-environment friendly small watersheds construction suitable for the Huangfuchuan were proposed (water source protection type, ecological tourism type, harmonious living type, leisure and health care type, green industry type, and embankment dam system ecological quality improvement and efficiency type), and the construction and development directions of each type of ecological clean small watershed were pointed out. The construction goals of ecological clean small watersheds are proposed from four aspects: soil erosion control, ecological environment improvement, human settlement improvement and social and economic development.
  • GUO Chu, ZHANG Tao, WANG Danna, CHEN Zhao, ZHENG Yuan
    Yellow River. 2026, 48(1): 128-133.
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    To study the water hammer during pump trip in long-distance pressurized water transmission projects, the characteristic line method was used to numerically simulate actual pressurized water transmission projects. This study analyzed and studied the impact of the absence of water hammer protection measures, the installation of check valve protection measures, and control strategies on water hammer. Based on this, a water hammer protection scheme combining air valve and check valve was proposed, and sensitivity analysis was conducted on the parameters of the air valve. The results indicate that when without water hammer protection measures, pump trip in accidents will result in continuous reversal of the pump and severe negative pressure along the water pipeline; When using two-stage closing check valve protection measures, optimizing the valve closure strategy can improve the maximum pressure of the pipeline and the reversal of the water pump, but the improvement effect on the negative pressure inside the pipeline is not significant; The joint installation of fast forward and slow exhaust air valves can effectively improve the serious negative pressure problem. The diameter of the air valve has a significant impact on the water hammer protection effect, and there is an optimal solution.
  • YANG Hang, GUO Qiuge, YANG Ruixin, WANG Junliang
    Yellow River. 2026, 48(1): 134-139.
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    In response to the complex characteristics of rivers with abundant sediment in the north, such as the Yellow River, traditional flow measurement technologies face challenges such as measurement inaccuracies and susceptibility of measurement capabilities to environmental factors. To address these challenge, this paper proposed a novel intelligent and precise measurement method for open channel flow based on the concept of digital twin and the Bayesian hierarchical model. This method integrated time series prediction and intelligent management technology. Field tests conducted in the Yellow River Water Diversion to Hebei Province for Replenishing Baiyangdian Lakeproject in the Upper Yellow River demonstrated significant advantages of this method. Compared with existing technologies, this method not only solves the problem of inaccurate flow measurement under conditions of unstable flow velocity and scouring and deposition changes but also achieves precise prediction of flow data over small time scales in the future.
  • ZHAO Shougang, LI Na, ZHANG Qingming, LIU Hui
    Yellow River. 2026, 48(1): 140-145.
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    As a crucial engineering measure safeguarding the lives and property of hundreds of millions of people, the modernized operation and management of the Lower Yellow River levees are pivotal for ensuring the safety and stability of the Yellow River and supporting the high-quality development of the river basin. Confronted with challenges such as frequent  extreme climate events, the prominent perched river characteristics, and the efficacy bottlenecks of traditional management models, there is an urgent need to transform the management paradigm towards intelligence, resilience, and collaboration. This paper systematically analyzed the bottleneck issues in the current management of Yellow River levees, including information sensing, risk prediction, emergency coordination, engineering resilience, and institutional mechanisms. It  proposed a modern management framework centered on comprehensive intelligent perception-digital twin empowerment-resilient engineering foundations-intelligent collaborative governance. Key measures were elaborated, including constructing an integrated space-air-ground-river-engineeringmonitoring network, building a high-fidelity digital twin levee decision-making hub, integrating ecological and engineering resilience enhancement technologies, and establishing a flattened inter-departmental emergency command system. A phased implementation path is also presented. The research aims to provide a systemic solution for building a safer, smarter, and more resilient digital twin levee, contributing to the long-term safety and stability of the Yellow River.
  • HAN Liwei, JI Wenhui, LIU Jie
    Yellow River. 2026, 48(1): 146-149.
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    Health status assessment of precast prestressed concrete cylinder pipe (PCCP) is carried out based on sound signal analysis. By setting sensors on the surface of the pipeline, the acoustic signals under different abnormal states were collected. Preprocessing, endpoint detection, feature extraction and other processing were performed on the collected sound signals to obtain the sound feature vectors reflecting the pipeline state. This study constructed a BP neural network model based on Mel frequency cepstrum coefficient (MFCC) and a particle swarm optimized BP neural network (PSO-BP) model. The results of practical applications show that the overall recognition accuracy of PSO-BP model can reach 89.27%, which is 15.86% higher than that of BP neural network model, and the PSO-BP model has higher accuracy. A real-time health monitoring system for PCCP based on sound signal acquisition was developed to realize real-time monitoring of pipeline operation status.
  • WANG Zhuoqun, WANG Jianxin, WANG Huimin, SHENG Jinchang, FENG Jun
    Yellow River. 2026, 48(1): 150-154.
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    In order to improve the prediction accuracy of seepage water level of hydropower station dam foundation, a BP neural network model based on random forest (RF-BP model) was proposed. Taking Baihetan hydropower station as an example, the data of 18 seepage measurement points at the dam foundation from August 1, 2021 to February 23, 2023 were analyzed. The GA (Genetic Algorithm)-BP, PSO (Particle Swarm Optimization)-BP, RF, LSTM (Long Short Term Memory)-BP models were selected to compare the prediction accuracy with the RF-BP model. Considering that there was a certain correlation between the seepage water level and the reservoir water level, the Pearson correlation coefficient of the two was calculated. The results show that the RF-BP model has the smallest MAE, RMSE and MAPE and the highest prediction accuracy at the typical measurement points of OH-WML1-1, OH-WML1-2 and OH-WML5-3, which highlights the significant effect of random forest algorithm in optimizing selection factors. The stronger the correlation between the seepage water level and the reservoir water level at the measurement point, the higher the prediction accuracy of the RF-BP model, indicating that the correlation between the seepage water level and the reservoir water level has an important impact on the prediction accuracy.
  • HU Wei, JIANG Mengyan, DONG Chuang, YI Bo, LI Yunlong
    Yellow River. 2026, 48(1): 155-160.
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    Based on the study of hybrid pumped storage power stations in regional power systems with multiple power sources, a multi-timescale complementary scheduling optimization model was constructed to optimize the complementary operation of the Qinghai power system throughout the year (8 760 hours). Taking the addition of reversible units to the Longyangxia-Laxiwa cascade hydropower stations on the Upper Yellow River as an example, their energy storage function and impact on hydropower station operation were analyzed. The results indicate that, depending on the control of water level fluctuations in the Laxiwa reservoir, the 1.2 million kW reversible units annually consumed 1.9-2.9 billion kWh of curtailed renewable energy through pumping, reducing the grid's curtailment rate by 1.0%-1.8%, while the Longyangxia hydropower station increased its power generation by 1.5-2.2 billion kWh. The restrictions on the water level variation range in the Laxiwa reservoir significantly affected the pumping and power generation duration of the reversible units at the Longyangxia station, limiting the full utilization of long-duration energy storage and peak-shaving benefits. In extreme scenarios of continuous high or low renewable energy output, the reversible units were capable of operating for over 10 hours in either pumping or generation mode, thereby ensuring the stable operation of the power system.