[Objective] The Emeizhou braided channel in the lower section of Anqing is situated in the lower reaches of the Yangtze River. Due to the significant variations in scouring and silting in the braided channel of the Anqing section, the variations in diversion ratio exhibit certain periodicity under the new water-sediment regime. This study aims to investigate the variations in the diversion ratio of the left branch and the stability of the main navigation channel conditions under the new water-sediment regime, as well as the potential impacts on water-related projects in the Mawo area of the left branch that may arise from near-bank siltation at the confluence of the braided channels in the near future. [Methods] By integrating a two-dimensional hydrodynamic model and utilizing the latest field observation data on water and sediment, this study tracked and analyzed the periodic evolution characteristics, influencing factors, and flow characteristics of this braided channel. Additionally, recommendations for the future management direction of the Anqing section were proposed. [Results] In recent decades, the thalweg swing amplitude in the Emeizhou braided channel was relatively small overall, and the river regime remained relatively stable, except for areas near the diversion point of Emeizhou, the head of the right branch, and certain localized river sections of the middle branch. After the impoundment of the Three Gorges Reservoir, the left branch of Emeizhou has experienced slight scouring, while the right branch was expected to maintain a shrinking trend for some time. Numerical simulation results of the flow characteristics of the braided channel showed that from 1998 to 2006, the middle branch developed rapidly, characterized by increased flow velocity and a shift of the main flow towards the Emeizhou on the right bank, while the flow velocities in the left and right branches decreased slightly. From 2006 to 2021, under the guidance and regulation of river (navigation) channel engineering, the diversion ratio of the Emeizhou braided channel remained basically stable, the development of the middle branch slowed down, and changes in flow velocity were mainly concentrated in the lower section of the middle branch. [Conclusion] We recommend to closely monitor the effectiveness of the existing river regulation projects in the Anqing section and to implement relevant measures when necessary.

[Objective] Submerged dams, as an important component of waterway regulation projects, can prevent from river and coastal erosion and also alter river flow patterns and improve river habitat environments. This study selects juvenile crucian carp as the target species to investigate the effects of W-shaped submerged dams with different particle size compositions on flow velocity distribution and the aggregation of target fish. It aims to clarify the habitat improvement effectiveness of W-shaped submerged dams and provide a theoretical basis for the construction of ecological conservation zones in cut-off river sections. [Methods] Crucian carp, a dominant fish species in the Pinglu Canal, were selected as the experimental species. Experiments on the influence of W-shaped submerged dam groups on flow structure and typical fish aggregation behavior were conducted in an annular flume. The W-shaped submerged dams were set with three particle size compositions ([5,10] mm, [5,20] mm, [10,20] mm), and four flow rate conditions (0.03, 0.045, 0.06, 0.09 m³/s) were set up. Under each test condition, 30 juvenile experimental crucian carp were placed, and the entire experimental process was recorded using a Nikon D7500 camera. Tracker software was used to collect and record the positions, frequencies, and total time where the experimental fish stayed for more than 1 minute. The average fish aggregation rate was used to evaluate the attraction effect of the W-shaped submerged dams on fish, and the flow pattern diversity index was used to quantify changes in flow patterns. [Results] Under the action of W-shaped submerged dams of the same particle size, as the flow rate increased from 0.03 m³/s to 0.09 m³/s, the area and flow velocity of the backwater zone upstream of the weir in the study area continuously increased, while the area of the triangular recirculation zone formed downstream of the weir gradually decreased. Under the action of W-shaped submerged dams of different particle sizes, those composed of larger particle sizes (10-20 mm) exhibited better permeability, smaller velocity gradients compared to smaller particle size groups, and higher flow pattern diversity. Analysis of the influence of W-shaped submerged dam groups on the aggregation behavior of experimental fish showed that at a flow rate of 0.09 m³/s, the W-shaped submerged dams composed of 10-20 mm particle sizes had the highest number of stays in fish aggregation areas, reaching 85 times. These dams composed of larger particle sizes (10-20 mm) had high habitat diversity, providing better habitat and shelter for experimental fish. As the flow pattern diversity index increased, the average fish aggregation rate also showed an increasing trend. The river flow pattern diversity index and the average fish aggregation rate exhibited a linear relationship. [Conclusion] W-shaped submerged dams composed of larger particle sizes have high habitat diversity and can provide better habitat and shelter for experimental fish. In the construction of ecological conservation zones in cut-off river sections of artificial canals, it is recommended to select large-particle-size submerged dam schemes with better permeability effects. A good correlation is observed between the average fish aggregation degree and the flow pattern diversity index, enabling quantitative assessment of habitat diversity and providing theoretical support for research on river habitat heterogeneity and ecological optimization design. In the future, the long-term effects of different submerged dam design parameters on the ecosystems of target river sections can be further explored, and more influencing factors can be incorporated to investigate the ecological development of canals.

[Objective] This study aims to systematically characterize the spatiotemporal distribution patterns and ecological risk levels of persistent organic pollutants (POPs)—including polycyclic aromatic hydrocarbons (PAHs), polychlorinated biphenyls (PCBs), and organochlorine pesticides (OCPs)—in the Jiangsu section of the Beijing-Hangzhou Grand Canal. Seasonal variations between wet and dry periods were examined, and pollutants posing significant ecological threats were identified to support water quality assessment, pollution-control prioritization, and risk management in artificial canal systems. [Methods] Water samples were collected from designated monitoring sites during both wet and dry seasons to capture POPs’ spatial distribution under distinct hydrological conditions. After standardized pretreatment, concentrations of individual POPs were quantified using a 7890-5975C gas chromatography-triple quadrupole mass spectrometry system (GC-MS/MS). Pollution loads and longitudinal variation trends were subsequently analyzed. Ecological risks of PAHs, PCBs, and OCPs were evaluated using the risk quotient method, enabling the identification of high-risk pollutants at both category and compound levels. [Results] During wet season, total concentrations of 16 PAHs ranged from 44.34-56.01 ng/L (median: 45.92 ng/L), increasing substantially to 99.05-198.04 ng/L (median: 128.08 ng/L) in the dry season, nearly tripling and indicating a pronounced seasonal accumulation effect. Total concentrations of 18 PCBs exhibited a similar pattern, increasing from 94.06-123.04 ng/L (median: 95.09 ng/L) during the wet season to 120.75-137.79 ng/L (median: 124.66 ng/L) in the dry season. For OCPs, total concentrations ranged from 417.86-676.68 ng/L (median: 453.74 ng/L) in the wet season and increased to 560.39-673.11 ng/L (median: 617.21 ng/L) in the dry season, indicating comparatively higher and persistent contamination relative to PAHs and PCBs. Despite the relatively narrow longitudinal variation along the canal, pronounced seasonal differences were observed. The recurrent elevation of pollutant concentrations in the dry season suggests that hydrological regulation is a key driver of POPs dynamics in the artificial canal system. Reduced river discharge weakens dilution capacity, resulting in the concentration and retention of hydrophobic pollutants in the water column. Lower water levels and intensified sediment-water interactions during the dry season may enhance sediment resuspension, further releasing historically deposited POPs into the overlying water. Additionally, lower winter temperatures inhibit photolytic and microbial degradation, prolonging the environmental persistence of POPs. Reduced hydrodynamic dispersion in the dry season also limits downstream transport, promoting local accumulation of pollutants. Anthropogenic activities, such as increased domestic heating and industrial energy demand during colder months, may also contribute additional pollutant inputs to the system. Comparison with other rivers globally revealed distinct contamination profiles for different POP categories. PAH concentrations in the study area were generally lower than those reported for many industrialized or highly urbanized rivers, reflecting limited direct emissions from combustion sources in the region. PCB concentrations fell within the intermediate range reported internationally, indicating residual sources associated with economically developed regions, intensive industrial activities (e.g., textile, electronics), and historical industrial zones along the Jiangsu section of the canal, which likely contribute to elevated PCB levels. In contrast, OCP concentrations were relatively high compared with both domestic and international rivers, likely due to Jiangsu Province being a major agricultural production area, where fertilizers and livestock wastewater carry OCP residues. Collectively, these findings indicate that the aquatic ecosystem of the canal remains under non-negligible environmental pressure. Ecological risk assessment revealed an overall moderate risk level, yet significant differences existed across compound classes and seasons. A total of 15 PAHs, 11 PCBs, and 15 OCPs exhibited moderate-to-high ecological risk during at least one sampling period. The number of high-risk compounds increased during the dry season, consistent with the observed elevation in pollutant concentrations. Among all detected compounds, benzo[b]fluoranthene, PCB180, PCB189, and endosulfan I contributed disproportionately to the total ecological risk. These compounds share characteristics of strong hydrophobicity, high chemical stability, resistance to degradation, and high bioaccumulation potential, collectively making them the primary drivers of ecological risk. [Conclusion] This study provides a comprehensive assessment of POP pollution characteristics, seasonal dynamics, and ecological risk profiles within an artificial canal system. The identification of key risk pollutants and the elucidation of hydrological control mechanisms offer valuable guidance for water quality assessment, pollution control prioritization, and ecological risk mitigation in artificial waterways, while providing a transferable framework for POP risk management in similar engineered systems.

[Objective] To address the high cost and limited sustainability of conventional river-dredging techniques, this study proposes a novel, environmentally friendly, and energy-saving dredging approach—a pressure-difference-driven passive rotating flow turbulence device. It aims to clarify the mechanisms by which different blade types (curved, twisted, and flat) of the device affect local scouring and sediment transport, and to identify the blade type with the optimal scouring-silting performance, thereby providing an innovative technical method and structural optimization basis for targeted and directional river dredging. [Methods] The study was conducted through flume-based physical model experiments. Passive rotating flow turbulence devices with three blade types (curved, twisted, and flat) were designed and fabricated, with a single-pile device (without blades) as the control group. Tests were conducted under constant flow (13.62 L/s) and water depth conditions, with a movable bed paved using fine sand (median grain size d₅₀=0.16 mm) having a gradation similar to the prototype sand of the Tarim River. Three-dimensional laser scanning technology was employed to accurately measure topography, and obtain the area, volume, and morphological characteristics of scouring and silting. An acoustic Doppler velocimeter (ADV) system was used to measure the time-averaged flow velocity and turbulence intensity distribution in the flow field around the device. By comparatively analyzing the scour hole development process, flow velocity field structure, turbulence characteristics, and final scouring-silting equilibrium state (with the scouring-silting ratio K as the core evaluation indicator), the dredging performance of devices under different blade types was assessed. [Results] The experimental results demonstrated that blade type significantly affected the device’s rotation characteristics, flow field disturbance capability, and ultimate scouring-silting performance. (1) Flow field characteristics: the curved-blade device achieved stable continuous rotation. Due to the Magnus effect, the main flow was noticeably deflected toward the side rotating with the current (right bank), with the bottom flow velocity at the right bank increasing by about 49.6% compared to the left bank, which effectively accelerated the initiation of bed sediments. The peak bottom turbulence intensity increased by about 89.47% compared to the flat-blade device, with the most intense flow field disturbance. The twisted-blade device rotated discontinuously, while the flat-blade device remained largely stationary. Both exhibited weaker flow field disturbance capability and less asymmetry than the curved type. (2) Scouring/silting morphology and performance: the curved-blade device yielded the highest scouring-silting ratio (K=94.6%), 48.5% and 16.3% greater than that of the twisted (K=46.1%) and flat (K=78.3%) types, respectively. The curved blade produced a distinctly asymmetric scour hole biased toward the right bank, with a large affected area and an interwoven pattern of scouring and silting zones, which facilitated downstream sediment transport. (3) Scour hole development: the scouring process could be divided into four stages: initial, transition, disturbance, and stabilization. The curved-blade device exhibited the fastest scour-depth development rate across all stages, particularly during the disturbance stage (device rotating continuously), efficiently disturbing bed sediments and enlarging the scour hole. [Conclusion] Among the passive rotating flow turbulence devices, the curved blade demonstrates the best comprehensive performance in scouring and sediment transport, owing to its ability to induce stable continuous rotation, produce a significant Magnus effect, and maximize the enhancement of bottom turbulence and flow velocity deflection, with a scouring-silting ratio significantly higher than other types. The device has a simple structure and requires no external power, offering a novel, environmentally friendly, and energy-saving approach for targeted river dredging. The findings clarify the critical influence of blade type, thereby providing a direct theoretical and experimental basis for further optimization of the device’s structural parameters and engineering deployment schemes.

[Objective] This study centers on the dike fields of the spur dike group in the Yangtze River Estuary, a typical tidal estuary where complex water-sediment dynamics and diverse dike layouts jointly shape deposition processes. Its core objectives are twofold: first, to unravel the coupling mechanism through which dynamic factors (e.g., runoff, tides) and geomorphic parameters (e.g., dike spacing, initial water depth) jointly regulate sediment deposition intensity in tidal estuarine dike fields; second, to develop a reliable empirical formula for predicting such deposition intensity. By addressing the gap in existing research—where the integrated effects of dynamic and geomorphic factors are often overlooked—this study aims to provide robust theoretical support for optimizing the design of spur dike groups and enhancing the accuracy of deposition forecasting in the Yangtze River Estuary and analogous tidal estuarine systems worldwide. [Methods] The dike fields of the spur dike group in the north passage of the Yangtze River Estuary, a key area of the Yangtze River Estuary Deepwater Channel Regulation Project, were selected as the research focus. Long-term, systematic measured data were analyzed, including dike field topographic surveys, hydrological observations, and sediment monitoring records. Correlation analysis was first performed to examine how deposition intensity relates to key dynamic factors (upstream runoff from the Datong Hydrological Station, suspended sediment concentration, offshore tidal range, suspended sediment particle size) and critical geomorphic parameters (relative spacing of spur dikes, initial water depth of dike fields, spur dike length, dike field depth). Using dimensional analysis and the Buckingham π theorem, a comprehensive dynamic parameter was constructed by integrating the four dynamic factors, synthesizing their combined influence on water-sediment transport and deposition. Simultaneously, a set of geomorphic parameters was established, incorporating spur dike spacing, length, and dike field depth to quantify the impact of spur dike group layout and dike field topographic features on local flow patterns and sediment trapping. A power function model was then used to quantify the coupling relationship between the comprehensive dynamic parameter and geomorphic parameters, and an empirical formula for deposition intensity was derived. Finally, the formula was validated using measured data from representative dike fields, including those unaffected by subsequent engineering and those influenced by phased projects. [Results] 1) As the Yangtze River Estuary Deepwater Channel Regulation Project advanced through three phases, total sediment deposition in dike fields increased significantly (from 15.48×10⁶ m³ in Phase I to 128.01×10⁶ m³ in Phase II), confirming the spur dike group’s strong sediment-trapping effect. 2) Deposition intensity was positively correlated with runoff (higher runoff carries more sediment to dike fields) and sediment concentration (more available sediment for deposition), but negatively correlated with tidal range (larger tidal range strengthens ebb currents, enhancing offshore sediment transport) and sediment particle size (coarser particles settle before reaching dike fields or are easily resuspended by strong flows). 3) Among geomorphic parameters, initial dike field water depth showed a strong positive linear correlation with deposition intensity (deeper water provides more deposition space and reduces flow velocity, favoring sediment settlement), while spur dike relative spacing had weak correlation (R²=0.44), due to interactions with factors like flow blockage (too small spacing) or uneven energy distribution (too large spacing). 4) The comprehensive dynamic parameter correlated highly (R²=0.94) with annual deposition in undisturbed dike fields (TS1, TS2), effectively capturing dynamic drivers of deposition; geomorphic parameters correlated strongly (R²=0.96) with initial deposition, clearly distinguishing differences between dike fields in the same spur dike group. 5) The empirical formula showed excellent agreement with measured data: it matched well with the measured deposition intensity of TS1, TS2, and TS8 (used for fitting analysis) and effectively reflected the deposition intensity of TN7, TN8, and TN9 (used for validation in the second-phase project). Even for dike fields affected by phased engineering or new structures (e.g., a 21 km sediment barrier), the formula still successfully captured the overall deposition trend. [Conclusion] This study makes three key contributions: it innovatively integrates dynamic factors and geomorphic parameters into a unified analytical framework for Yangtze River Estuary spur dike group dike fields, overcoming the limitations of previous single-factor research; the constructed comprehensive dynamic parameter and geomorphic parameters effectively quantify the combined effects of water-sediment dynamics and dike layout/topography on deposition, making complex processes interpretable; the empirical formula, with high applicability and accuracy, offers a reliable tool for tidal estuarine dike field deposition prediction.

[Objective] The Jingjiang-Dongting Lake region, a critical river-lake system in the middle reaches of the Yangtze River, is crucial for flood mitigation, sediment regulation, and ecological conservation. This study aims to develop and apply an enhanced 2D water-sediment model incorporating a morphological acceleration factor (MF) to efficiently predict the bed deformation and sediment redistribution over a 30-year period, thereby providing a scientifically sound and computationally feasible tool for long-term morphodynamic prediction and sustainable management of large river-lake systems. [Methods] A 2D depth-averaged water-sediment model was established to solve shallow water equations and multi-fraction suspended sediment transport equations coupled with a bed deformation module. The governing equations were discretized using an unstructured finite volume method, with advection terms solved by the Euler-Lagrange method (ELM) to enhance numerical stability. To overcome the computational bottleneck of long-term simulations, the MF was introduced, linearly scaling the bed evolution per hydrodynamic time step to accelerate morphodynamic simulations while maintaining physical realism. The model domain covered the lower Jingjiang reach and the Dongting Lake and was discretized into unstructured cells with refined resolution along the main channel. Sediment was grouped into three size classes for suspended load and four for bed material, with gradation initialized from field surveys from 2003 to 2012. MF was determined at 7, 15, and 24 for sensitivity analysis. [Results] (1) The MF markedly improved computational performance. With MF values of 15 and 24, simulation time decreased to 42% and 30% of that for MF=7, corresponding to speed-up factors of 2.38 and 3.33, respectively. The spatially distributed erosion-deposition patterns remained consistent across different MF values, confirming the robustness of the approach. The total sediment deposition in Dongting Lake varied by less than 5% across scenarios, while the total erosion volume along the main stem exhibited higher sensitivity, with a maximum deviation of 9.1% between MF=24 and MF=7. These deviations were primarily localized and did not alter the long-term trends or magnitudes. (2) The mainstream of the Jingjiang River experienced sustained incision, with a total scour volume of 462 million m³ and an average bed incision of 1.86 m over 30 years. Local deposition occurred along convex banks due to curvature-induced secondary flows. Dongting Lake exhibited net deposition of 276 million m³, with an average siltation thickness of 0.09 m. Notably, the annual deposition rate in the lake decreased significantly over time—from 20 million m³ to about 6 million m³—representing an approximate 70% reduction and indicating a gradual approach toward a new morphodynamic equilibrium. Significant spatial variability in sediment redistribution was observed. The Jingjiang mainstream was dominated by scour, particularly in the deep channel, while point bars developed in its meandering segments. Within Dongting Lake, distinct patterns emerged. The western Dongting area was near equilibrium with no clear trend, the southern Dongting experienced significant deposition along floodways from the Three Outlets with thicknesses up to 4 meters, and the eastern Dongting exhibited complex patterns with both deep scour pits infilled by sediment and a depositional bar at the Zhuzikou inlet. Furthermore, the outlet channel in the lake-river confluence zone experienced upstream erosion and downstream deposition, gradually flattening the longitudinal slope. Regarding model validation, the simulated results closely aligned with previous studies and field observations. The deviation in total deposition was 17.0% compared to a 1D model over 30 years, and the deviation was approximately 14.2% at 10 and 20 years compared to an earlier 2D lake model. Notably, the predicted average annual deposition of 89.3 million m³ from 2011 to 2020 closely matched the measured data, further supporting the model’s reliability. [Conclusion] This study demonstrates that integrating a morphological acceleration factor into a 2D water-sediment model enables efficient and accurate simulation of decadal-scale morphodynamics in large river-lake systems. The MF method decreases computational time for a 30-year simulation by about 60%-70% while maintaining prediction errors within 5% for total lake deposition. The Jingjiang reach is projected to undergo continued incision, while Dongting Lake will experience slight net deposition at a strongly declining rate, indicating adjustment toward a new dynamic equilibrium. Spatially heterogeneous erosion-deposition patterns highlight the need for targeted management strategies.

[Objective] Illegal sand mining in river channels has caused riverbed incision and led to eco-environmental problems such as permafrost degradation, bank slope instability, and destruction of aquatic ecosystems, threatening the ecological health of plateau rivers and lakes in the Xizang Autonomous Region. This study aims to analyze the current situation and problems of river sand mining management in Xizang, propose management and protection measures, and provide references for promoting the standardization of river sand mining management in the Xizang Autonomous Region. [Methods] Methods including investigation, data statistics, empirical analysis, qualitative analysis, and comprehensive analysis were employed to systematically review the current status of river sand mining management in the Xizang Autonomous Region and analyze problems in the construction of laws and regulations, river sand mining planning, preparation of annual sand mining implementation plans, and management of engineering sand mining. [Results] River sand mining management in the Xizang Autonomous Region faces problems such as incomplete laws and regulations, insufficient operability and specificity of some institutional requirements, and the presence of blind spots in management. In some areas, river sand mining plans and annual sand mining implementation plans are not prepared according to relevant technical guidelines or standards, resulting in insufficient scientific basis and compliance of the plans or annual implementation plans. The mechanism for defining engineering sand mining requires further improvement. In daily supervision, the management initiative of water administrative departments in some areas needs to be strengthened, with limited regulatory measures and relatively weak technical capacity. These problems affect the efficiency of management and supervision of river sand mining. [Conclusion] This study proposes the following countermeasures and recommendations. (1) Efforts in legislative research, local regulations, and legal constraints should be strengthened in full consideration of the management situation of river sand mining in the Xizang Autonomous Region. (2) By refining the management requirements for river sand mining and formulating standards for illegal activities and penalties, scientific river sand mining plans should be developed, taking into account the characteristics of river sections, current status of sand mining, and ecological management needs of rivers and lakes in the planning period for each planned reach. In light of the widespread distribution of glaciers and permafrost, long vegetation recovery cycle, and chain reactions like riverbed incision and shoreline collapse triggered by sand mining activities that threaten water conservation functions, annual river sand mining plans and technical standards for the comprehensive utilization of dredged sand should be formulated to strengthen the top-level design of river sand mining management. (3) For special areas such as uninhabited areas, differentiated supervision plans should be developed. The river chief system platform should be fully utilized to strengthen joint law enforcement operations among multiple departments, carry out joint law enforcement at the junctions of administrative regions, enhance targeted governance in areas with weak regulatory capacity, and strengthen on-site supervision for permitted sand mining sites by scale and region, thereby improving daily supervision mechanisms. (4) A complete management system for river sand and gravel mining and transportation should be established, an integrated monitoring and perception system for river sand mining should be gradually developed, and the construction of intelligent supervision should be promoted. These recommendations can provide theoretical support and practical reference for the supervision of river sand mining with plateau ecological characteristics.

[Objective] Poyang Lake is the largest lake connecting to the Yangtze River. A complex river-lake relationship is observed between the Yangtze River and Poyang Lake, manifested as hydrodynamic processes such as water level uplift and flow field changes. In recent years, extreme drought in Poyang Lake and floods in the Yangtze River have become increasingly frequent amid repeated flood-drought alternations, resulting in significant changes in the river-lake relationship. This study aims to clarify this relationship for the Yangtze-Poyang confluence system. [Methods] To simulate the natural flow state and typical inflow conditions, we established a large-scale generalized physical model of about 80 meters in length and 45 meters in width. The model consisted of the Yangtze River section (from Jiujiang to Balijiang) and the waterway of Poyang Lake (from Xingzi to Hukou). A total of nine flow conditions representing the combined hydrological characteristics of the Yangtze River and Poyang Lake were selected for the experiments. The cases covered typical natural flow conditions such as floods and droughts in the Yangtze River and Poyang Lake, as well as confluence ratios ranging from 1 to 60 at the Yangtze River-Poyang Lake confluence. [Results] (1) When the confluence ratio of the Yangtze River and Poyang Lake was 10, the jacking coefficient α was greater than 1, and the energy coefficient F_e was less than 0. When the flow discharge of the Yangtze River further increased and the confluence ratio reached 60, α and F_e reached their maximum and minimum values. When the confluence ratio was about 0.5, the river-lake relationship exhibited opposite effects. (2) The evolution of the river-lake relationship was closely related to the flow conditions of the Yangtze River and Poyang Lake. The jacking coefficient α was nonlinearly positively correlated with the confluence ratio of the two flows, and weakly linearly positively correlated with the velocity ratio. The energy coefficient F_e showed a nonlinear negative correlation with the confluence ratio, and a weak linear negative correlation with the velocity ratio. (3) When jacking effect occurred, the water level difference between Xingzi and Hukou in Poyang Lake decreased, and the flow velocity distribution tended to be uniform. At the confluence, the Yangtze River water flowed upward from the middle and lower parts and interacted with the Poyang Lake water. As the Yangtze River discharge further increased, the water level drop decreased. There was also a backflow on the right side of the confluence, causing Yangtze River water to flow back into Poyang Lake. When the flow rate of Poyang Lake reached 25 000 m³/s, there was a significant increase in the water level drop and cross-sectional flow velocity. The water flow of Poyang Lake mainly entered the Yangtze River near the water surface. [Conclusion] When the confluence ratio exceeds 45, it is recommended to regulate the outflow of reservoirs on the Yangtze River in advance to reduce the water level and mitigate backflow. Under extreme low water conditions where the confluence ratio is less than 0.5, a water level gradient threshold (0.45‰) is used as an indicator. The scheduling of water conservancy projects is suggested to be combined with these measures to increase the water replenishment flow and reduce the water level gradient in the Poyang Lake waterway, thereby alleviating the water level reduction effect.

[Objective] Continuous sharp bends in river channels are prone to significant river regime adjustments and abrupt changes under the impact of unsaturated sediment-laden flow, which have far-reaching implications for flood control, navigation, and water resource utilization. This study investigates the hydraulic characteristics of the river section with sharp bends in the lower Jingjiang River and the scour and siltation characteristics of the upstream and downstream bends after the natural cutoff through large-scale physical model experiments, aiming to deepen the understanding of the natural cutoff development process and provide references for the long-term regulation and planning of the river-lake confluence section in the middle reaches of the Yangtze River. [Methods] Taking the reach from Xiongjiazhou to Chenglingji in the middle reaches of the Yangtze River as the research object, a physical model was established with a horizontal scale of 1∶400 and a vertical scale of 1∶100. The model had a total straight-line length of about 70 m, a maximum width of about 40 m, and included two continuous sharp bends and upstream and downstream transition sections. Based on the hydrological data measured at Luoshan Station from 2003 to 2020, the model test water and sediment conditions were set up with different flow conditions of flood, medium, and drought. First, the hydraulic characteristics of the bend section under different flow levels were studied through fixed-bed model tests to identify the most likely flow conditions and locations for natural cutoff. Subsequently, movable-bed scour tests were conducted, applying flow conditions favorable for cutoff to study the cutoff development process. Considering that the flow in the Jingjiang section would be in a severely undersaturated state for a long time after the Three Gorges Reservoir is impounded, the inlet water and sediment conditions in this model test were simplified to clear water. [Results] The model test results showed that after the flow overtopped the bank, the main flow belt in the upstream Qigongling bend section gradually shifted from the main channel to the convex bank side. Three velocity concentration zones were formed at the neck, middle, and leading edge of the flow, with the peak velocity decreasing stepwise from the neck to the main channel. During the natural cutoff process of the Qigongling bend, the most likely location for the breach was between 1 300 m and 1 500 m away from the rear embankment. After 3 days of scouring by the overbank flow, gullies began to form, which developed into a fully connected breach over a period of about 30 days. After cutoff, the bend apex section tends to become narrower and deeper, while the transition section tends to become wider and shallower. [Conclusion] The results provide forward-looking guidance for the governance of the middle reaches of the Yangtze River system.

[Objective] This study aims to identify and quantify the long-term evolution characteristics of overbank flood processes in the lower Jingjiang River in the middle reaches of the Yangtze River (from 1966 to 2023) using high-temporal-resolution data, and to explore their relationships with climate change and upstream reservoir groups, thereby providing a scientific basis for riverbed evolution, river ecological assessment, and ecological restoration and flood management in the lower Jingjiang River. [Methods] Based on the flood element data from the Jianli hydrological station, overbank flood processes were identified using the bankfull discharge as the threshold. A hydrological indicator system was constructed from three dimensions: 1) temporal characteristics, including earliest start date, date of maximum flood, latest end date, and their decadal median values; 2) frequency and duration, including annual occurrence frequency, total annual duration, total annual rising-water duration, total annual falling-water duration, average duration, and maximum duration; and 3) intensity, including average discharge, maximum discharge, average flood volume, maximum flood volume, and total annual flood volume. For each indicator, the decadal median value and frequency distribution were calculated, and the interannual variation trends and phased differences were investigated. [Results] 1) In terms of occurrence timing, the earliest start dates mainly concentrated from late June to early July, showing phased variations. The decadal median value of latest end dates was gradually delayed from September 5 to October 5 during the 1960s-1980s. The largest overbank flood events mostly occurred from early to mid-July, showing an overall delayed trend. 2) In terms of frequency and duration, the annual occurrence frequency was mostly (69%) 2 to 5 times. Fluctuations decreased after the 1970s, dropping to approximately 2 times per year in the early 2020s. The median total annual duration increased from 23 days in the 1960s to 63 days in the 1980s, then decreased rapidly after the 1990s, and dropped to 29 days in the early 2020s. The total annual rising-water duration exhibited a relatively small variation, while the total annual falling-water duration changed consistently with the total duration and was more affected by upstream flood regulation. The average duration and maximum duration increased significantly from the 1960s to the 1990s and then showed minor fluctuations after the 2000s. 3) Regarding discharge and flood volume, average discharge and maximum discharge increased significantly from the 1960s to the 1980s (by approximately 8% and 21%, respectively), and then decreased significantly from the 1990s to the 2020s (by 12% and 36%, respectively). The average flood volume gradually increased from the 1960s to the 1990s (by 1.5 times), significantly decreased in the 2000s (by 33%), and then rebounded rapidly after the 2010s. However, the maximum flood volume did not rebound simultaneously in the 2010s, indicating the “peak-shaving” effect of reservoirs on large floods. The changes from the 1960s to the 1980s were highly consistent with the increase in precipitation. After the 1990s, the flood regulation effect of the upstream reservoir groups dominated the changes in most indicators, exerting significant impacts particularly on the falling-water duration, total annual duration, maximum discharge, and total annual flood volume. However, average duration, maximum duration of overbank flood events, and average flood volume still maintained a good response to precipitation changes and could serve as hydrological indicators of precipitation changes. [Conclusion] This study reveals that the overbank flood processes in the lower Jingjiang River from 1966 to 2023 underwent distinct phased evolution. Precipitation was the dominant driver before the 1980s, while reservoir regulation became the main influencing factor after the 1990s. The combined effects of these two drivers lead to differential responses among different indicators. Average duration, maximum duration, and average flood volume can serve as sensitive indicators for monitoring long-term precipitation changes and assessing climatic impacts. In contrast, total duration, falling-water duration, maximum discharge, and total annual flood volume are highly sensitive to upstream project operations and should be incorporated into the evaluation system for regional water resources and ecological management. Future research needs to further couple high-resolution meteorological precipitation data, river channel morphological evolution, and ecological response data to provide decision-making support for the design of flood regulation schemes with ecological priorities.

[Objectives] In recent years, intense channel evolution in the lower reaches of Minjiang River has negatively impacted channel stability, flood control, water supply, and aquatic ecosystems, thereby constraining socio-economic development in riverside cities. The mainstream of the lower Minjiang River (from Shuikou Dam to Huai’an Diversion Outlet) has been a key sand mining area, with significant riverbed incision. However, previous studies have paid insufficient attention to this phenomenon. This study aims to thoroughly investigate the evolutionary processes and characteristics of riverbed incision in this reach and quantify the impact of sand mining on the riverbed incision. [Methods] Using measured topographic data from seven different years (1999-2020), the evolutionary characteristics of riverbed incision were analyzed in terms of planform changes, cross-sectional profiles, and scouring and deposition variations. Based on river sand mining data, the contribution ratio of sand mining to the riverbed incision was calculated. [Results] (1) the mainstream of the lower Minjiang River experienced intense overall scouring from 1999 to 2020, with scouring erosion occurring across 84.18% of the channel area, resulting in a total scouring volume of approximately 255 million m³. The average incision depth was 5.09 m, while the thalweg exhibited an average incision of 7.87 m, with a maximum incision depth approaching 20 m. (2) The riverbed underwent rapid scouring before 2011, whereas the scouring rate significantly decelerated thereafter. The total scouring volume during 1999-2011 and the average thalweg incision accounted for 82.51% and 76.11% of the respective totals for 1999-2020. (3) Except for a slight overall deposition in the riverbed during 2014-2017, net scouring occurred in all other periods, with the highest mean annual incision rate observed between 2008 and 2011. (4) The most pronounced incision occurred in the 15-30 km reach downstream of Shuikou Dam, where the average incision depth reached 6.92 m during 1999-2020, and significant incision persisted there after 2011. (5) Sand mining was identified as the primary driver of riverbed incision, estimated to contribute over 50% to the riverbed incision. [Conclusions] The findings reveal the processes, characteristics, and trends of riverbed incision in the mainstream of the lower Minjiang River in recent years and identify the most severely incised reaches. For the first time, a quantitative assessment of the impact of sand mining on the riverbed incision is provided, and it is suggested that sand mining has been the dominant factor driving riverbed incision in the mainstream of the lower reaches of Minjiang River in recent years. These results provide fundamental support for channel evolution, river management and sand mining planning, and also offer valuable references for flood control, river channel protection, and river-related project development.

[Objectives] Bank collapse is a major form of planform deformation of alluvial riverbeds and one of the major natural disasters in the middle and lower reaches of the Yangtze River. However, due to multiple influencing factors and complex mechanisms of bank collapse, its accurate prediction and early warning remain challenging. After the construction and operation of the Three Gorges and upstream cascade reservoir groups, the Jingzhou section of the Yangtze River in Hubei Province shows long-distance and long-term scour trends, with significantly increased bank collapse risks, seriously affecting flood control, navigation, and socio-economic development along the river. This study aims to develop a method for predicting bank collapse under continuous scour conditions in the middle reaches of the Yangtze River, providing technical support for the establishment and practical application of a multi-indicator bank collapse risk assessment model. [Methods] A comprehensive bank collapse risk evaluation indicator system was developed for the middle reaches of the Yangtze River based on the analytic hierarchy process, encompassing three dimensions: current bank collapse status, substrate conditions, and near-bank variations, with a total of six characteristic indicators. On this basis, a comprehensive bank collapse risk assessment model in the middle reaches of the Yangtze River was established. Three-level early warning classification criteria for bank collapse were proposed, and they were applied to predict bank collapse risks in the Jingjiang and Honghu sections of the Yangtze River mainstream. [Results] Following the operation of the Three Gorges Project, most of the bank collapses and areas with high bank collapse intensity in the Jingzhou section of the Yangtze River mainstream were largely associated with local river regime adjustments. In addition to collapse occurring in unprotected bank sections, many failures occurred in the weak parts of protected sections or lightly protected sections, with a notable increase in sudden bank collapse events. In 2024, the Jingzhou section of the Yangtze River mainstream in Hubei had nine bank sections predicted to be at high risk of collapse with a red warning level. The majority of the high-risk bank collapse sections were distributed in natural unprotected sections, though some protected sections still had relatively high early warning levels for bank collapse. Among them, the total lengths of the Level I and II warning bank sections were 3.54 km and 16.76 km, respectively. [Conclusions] Based on the evaluation results of typical bank sections including protected, unprotected, and mainstream-adjacent banks, the bank collapse risk assessment model constructed in this study demonstrates certain applicability for bank collapse prediction in typical sections of the middle reaches of the Yangtze River. The characteristic indicators show certain sensitivity to variations in different bank conditions, and the proposed classification criteria for bank collapse early warning levels are reasonably sound.

[Objective] This study aims to investigate the effects of different vegetation arrangements (parallel and staggered) in the junction zone between channel and floodplain in urban rivers on the spatial distribution of bed shear stress, and to reveal how vegetation length and arrangement influence hydrodynamic characteristics, thereby providing theoretical support for ecological revetment design. [Methods] A two-dimensional hydrodynamic model was established using Delft3D-FM and validated with measured water levels and discharges. To account for the effects of vegetation, a vegetation module was incorporated into the hydrodynamic model. The model considered plant height, width, and density, with vegetation resistance simplified as bed roughness. Vegetation zones with lengths of 0.5L, 0.75L, L, 1.25L, and 1.5L(L represents 1 000 m vegetation zone length) were arranged in parallel and staggered patterns in the channel-floodplain junction zone. The two-dimensional hydrodynamic model that accounted for vegetation effects was used to simulate the flow fields under different conditions. Based on the simulation results, the distribution characteristics of bed shear stress in the vegetation zone and its downstream region were analyzed. The effect of vegetation on hydraulic resistance was evaluated using the blockage factor, dimensionless hydraulic radius, and surface area blockage factor (characterizing vegetation zone length). Finally, a dimensionless hydraulic radius function considering the effects of vegetation was proposed to predict the maximum bed shear stress. This function was introduced to quantitatively characterize the influence of vegetation. [Results] (1) In parallel arrangement, vegetation dominated the flow dynamics in the junction zone. The resulting shear stress zones extended from the main channel within the vegetation zone to its downstream end, forming elongated stress zones downstream of the vegetation zone. However, the stress field patterns varied with vegetation zone length, with significant differences observed in the maximum shear stress distribution. In longer vegetation zones, the location of maximum shear stress tended to shift farther downstream from the end of the vegetation zones. With a vegetation length of 0.5L, the maximum shear stress zone was located 0.25L-0.30L downstream from the end. When the vegetation length was L, the maximum stress zone nearly coincided with the downstream end. With a length of 1.5L, the maximum stress zone was 0.25L-0.5L downstream from the end. As vegetation length increased, the location of maximum shear stress zone in the main channel shifted upstream, showing a tendency to move away from the downstream end of the vegetation zone.(2) In staggered arrangement, the shear stress in the main channel reached its maximum within the staggered zone. Under the influence of the bend, the maximum cross-sectional shear stress shifted from the convex bank to the channel center. This indicated that vegetation reduced the effect of centrifugal forces on secondary flow and shear stress in the bend, with the maximum shear stress consistently occurring at the upstream face of vegetation zone. The shear stress in the main channel readjusted according to the vegetation zone distribution and then stabilized to meet the spatial variation of bed shear stress. The bed shear stress varied significantly with the length of the vegetation zone. Regardless of the vegetation zone length, the bed shear stress peaked at the cross-section adjacent to the vegetation units. Notably, the bed shear stress in longer vegetated zones was significantly lower than that in shorter ones at this cross-section. [Conclusion] Vegetation arranged in parallel pattern tends to form larger shear stress zones near the vegetation end and elongated stress zones downstream, with longer vegetation bringing stress concentration zones closer to vegetation zones. Vegetation arrangement and length significantly affect bed shear stress distribution by altering flow structures, with staggered arrangement forming large stress zones at staggered zones and the cross-sections of adjacent vegetation units, where longer vegetation zone results in smaller stresses. The proposed dimensionless hydraulic radius function proves effective for predicting the maximum bed shear stress, providing a basis for optimizing vegetation arrangements in channel-floodplain junction zones.

[Objective] With the release of low-sediment water, the middle and lower reaches of the Yangtze River will undergo long-distance and long-duration river channel scouring. Optimizing the operation strategy of the Three Gorges Reservoir to reduce scouring downstream of the dam is of great significance. [Methods] Based on the statistical analysis of measured data, the response mechanisms of erosion and deposition in the downstream river channel were analyzed. Using mathematical modeling, a preliminary study was conducted on reservoir operation strategies aimed at reducing downstream scouring. The sediment regulation concept of “regulating sediment to reduce scouring, regulating water to regulate sediment, and achieving sediment regulation through water regulation” was proposed. [Results and Conclusion] At representative hydrological stations along the middle and lower reaches of the Yangtze River, sediment load exhibits a good power-law relationship with flow, indicating a strong correlation between sediment transport and flow. Therefore, sediment regulation in the middle and lower reaches can be achieved by controlling corresponding flow processes. Typical years of 2012 and 2013 were selected to study the effects of regulating sediment peaks during the flood season and different regulation modes for small and medium-sized floods on the reservoir’s sediment flushing ratio and downstream river channel scouring. Downstream scouring is influenced by both the sediment released from the upstream reservoir and the volume and process of the incoming flow. Increasing the reservoir’s maximum flow during sediment peak periods and shortening its duration are both beneficial for reducing downstream scouring. Among these, increasing the maximum flow has a more significant effect. Therefore, to mitigate downstream scouring, the flow during flood seasons should not be too low. Based on typical years from 2008 to 2017, the effect of optimized operation schemes on reducing scouring between Yichang and Datong was studied. In terms of total scouring volume across this reach, the implementation of an optimized operation scheme aimed at reducing downstream scouring resulted in increased sediment discharge from the reservoir and a total reduction of 24.47 million m³ in scouring volume, with an average annual reduction of 2.447 million m³. Overall, considering sediment peak regulation during the flood season can reduce downstream river channel scouring to a certain extent. Using hydrological and sediment data from 1991 to 2000 and considering both the joint operation of upstream cascade reservoirs and the optimized operation of the Three Gorges Reservoir for scouring reduction, the long-term water and sediment outflow processes of the reservoir were predicted and used as boundary conditions for long-term simulations of downstream scouring. A one-dimensional hydrodynamic and sediment transport model for the Yichang-Datong reach of the middle and lower Yangtze River was applied to predict the long-term evolution of downstream river channel scouring under optimized operation. The research findings can provide a reference for the optimized operation of the Three Gorges Reservoir.

[Objective] This study aims to investigate the dramatic changes in water-sediment processes within the Jinsha River reservoir area following the impoundment and operation of the Wudongde and Baihetan cascade hydropower stations. Using multi-source observational data, the study reveals the variation patterns of water and sediment fluxes between the two dams, the spatiotemporal distribution characteristics of riverbed erosion and deposition, and their driving mechanisms. The findings provide scientific support for reservoir safety operation, navigation channel management, and ecological conservation. [Methods] The study was conducted using runoff-sediment transport data from 2015 to 2023 at the Wudongde and Baihetan hydrological stations, fixed cross-sectional topographic surveys from 2016 to 2023, and hydrodynamic measurements collected downstream of the Wudongde Dam in 2023. Water-sediment relationship analysis was employed to examine the response patterns between runoff and sediment transport. Erosion and deposition volumes were calculated using the cross-sectional method, with 825 m water level as the reference and the channel storage volume estimated via the frustum formula. Spatial variations of erosion and deposition were quantified by overlaying thalweg line and comparing morphological changes of typical cross-sections (JC199, JC153, JC126). [Results] 1) Water-sediment flux variations: Annual runoff exhibited a slight decrease, 2% at the Wudongde station and 17.8% at the Baihetan station. Annual sediment transport plummeted by more than 90%, primarily due to the “cumulative sediment retention effect” of upstream reservoirs. Intra-annual runoff distribution demonstrated a “peak-shaving and valley-filling” pattern, with a 22%-48% increase in December and a 16%-38% decrease in July. Sediment transport was concentrated from June to October (accounting for over 63%), yet monthly averages dropped by more than 95%. A progressive downstream sedimentation trend was observed in September. 2) Spatiotemporal evolution of erosion and deposition: erosion dominated during dry season (October-May), while deposition dominated the wet season (May-October). From 2021 to 2023, a net deposition volume reached 12.63 million m³, showing an overall cumulative trend. Spatially, a strong erosion zone formed at the reservoir tail driven by the high-kinetic-energy discharges from the Wudongde Dam. The core deposition area in the main reservoir was found 25-75 km upstream of the dam. In the tributary-affected zone, the Heishui River confluence showed prominent deposition. 3) Driving mechanisms of erosion and deposition: In terms of hydrodynamic forces, erosion was triggered by high flow velocities and strong sediment-carrying capacities within 20 km downstream of the Wudongde Dam, while beyond this zone, deposition was promoted by slower flows and weaker sediment-carrying capacities. Regarding tributary replenishment, tributaries such as the Pudu River, Xiaojiang River, and Heishui River contributed an average annual sediment transport of 5.73 million tons (2011-2022), accounting for over 46% of the deposition volume in the reservoir area. [Conclusions] The operation of cascade hydropower stations has restructured the water-sediment process. Although the runoff volume decreased slightly, its intra-annual redistribution was significant, and the sediment transport plummeted by 96% due to the “cumulative sediment retention effect”, with sediment being concentrated in flood season. The erosion and deposition in the reservoir area exhibit a spatial pattern of “erosion at the tail and deposition in the head”. The reservoir tail is eroded by the discharged flow, while the main reservoir experiences deposition due to reduced flow velocity and tributary replenishment, with the confluence of the Heishui River being a key source of deposition. A clear long-term deposition trend is observed, and it is necessary to focus on the high-risk deposition zone 25-75 km upstream of the dam and the sections with drastic morphological changes at tributary estuaries. These findings provide a quantitative basis for the joint operation of cascade reservoirs, navigation channel maintenance, and sediment management.

[Objective]As a critical deep-water navigation channel, the stability of the water-sediment structure in the North Passage of the Yangtze River Estuary directly affects channel maintenance and navigational safety. This study aims to (1) identify the main driving factor behind the baroclinic effects (salinity vs. temperature) caused by water density in the North Passage, (2) quantitatively reveal the differential influence of baroclinicity on flood and ebb current velocities across different water layers (surface vs. bottom), (3) clarify how baroclinic effects reshape the vertical distribution of sediment content (particularly the tidal-averaged sediment content and its vertical gradient), and (4) investigate the similarities and differences in baroclinic effects between the main channel and adjacent shoals, thereby deepening the understanding of the physical mechanisms governing water-sediment dynamics in the North Passage, providing more precise theoretical support for channel management and sediment deposition prediction. [Methods] An advanced three-dimensional high-resolution coupled mathematical model of hydrodynamics-sediment-salinity was established to accurately represent the complex topography, tidal forcing, runoff input, and salt-freshwater mixing processes in the North Passage of the Yangtze River Estuary. Key components of the model included hydrodynamic module, salinity transport module, sediment module, and density calculation. To isolate and quantify the baroclinic effects, a baseline scenario and a baroclinicity-off scenario were designed (in which the baroclinic term induced by density gradients was artificially disabled, while maintaining identical topography, tides, runoff, and sediment parameters). By comparing the velocity fields (especially the vertical structure) and sediment content fields (vertical distribution and tidal average) under the two scenarios, the net influence of baroclinicity on the water-sediment structure in the North Passage was precisely determined. [Results] (1) Salinity difference was the absolute dominant factor in generating water body density gradients and significant baroclinic effects in the North Passage, while the influence of temperature was negligible.(2) Differentiated vertical influence on flow velocity structure: Baroclinic effects significantly enhanced the bottom-layer flood current velocity, with the most pronounced influence observed in the middle and lower sections of the North Passage. In contrast, its influence on surface-layer flood velocity was relatively small or slightly weakening. Baroclinic effects generally weakened the ebb current velocity across all water layers (surface to bottom), with a particularly evident reduction in the bottom layer.(3) Spatial difference: The influence of baroclinic effects on flow velocities (including flood and ebb currents) was significantly stronger in the main channel than in adjacent shoals, indicating that the deep-channel topography amplified the dynamic effect of baroclinicity.(4) Influence on sediment content structure: Baroclinic effects led to a significant decrease in the average sediment content during ebb tides in the bottom layer, while conversely, the average sediment content during flood tides showed an increasing trend. Baroclinic effects profoundly altered the vertical distribution structure of sediment content, enhancing the vertical gradient of average sediment content during flood tides. This indicated that during flood tides, the difference between the bottom layer with high sediment content and the surface layer with low sediment content became more pronounced, intensifying vertical stratification. In contrast, baroclinic effects reduced the vertical gradient of average sediment content during ebb tides, indicating relatively enhanced vertical mixing or reduced differences in sediment content between layers during ebb phases.(5) Mechanistic linkage: The changes in flow velocity structure (enhanced bottom-layer flood currents and weakened ebb currents) served as the direct hydrodynamic driver for the sediment content response (increased sediment content during flood tides and decreased during ebb tides in the bottom layer). The variations in vertical gradients reflected how baroclinic effects influenced the vertical diffusion and stratification of sediment by altering vertical circulation and mixing intensity. [Conclusion] (1) Salinity is the sole key factor driving the baroclinic effects in the North Passage of the Yangtze River Estuary, and for the first time, the detailed influence patterns of baroclinic effects on layered flow velocities and vertical structure of suspended sediment content in the North Passage are systematically revealed.(2) The baroclinic effects substantially restructure the vertical momentum distribution in the North Passage by altering the vertical pressure gradient, manifesting as enhanced flood-tide dynamics and weakened ebb-tide dynamics in the bottom layer. This finding is of great significance for understanding the dynamic mechanisms of the formation and maintenance of the largest turbid zone in estuaries.(3) New insights into sediment response: The influence of the baroclinic effects on suspended sediment content exhibits significant tidal phase dependence and vertical non-uniformity, promoting greater sediment accumulation in the bottom layer during flood tides (increased sediment content and vertical gradient), and enhanced diffusion during ebb tides (decreased sediment content and vertical gradient).(4) The influence intensity of baroclinic effects on hydrodynamics exhibits distinct spatial heterogeneity. The main channel of the deep-water navigation route demonstrates more sensitive and pronounced responses to baroclinic forcing compared to the adjacent shallow shoals on both sides, highlighting the critical role of topography in modulating baroclinic effects.(5) The successful application and verification of the three-dimensional coupled hydrodynamics-sediment-salinity model, combined with the “baroclinic switch” scenario comparison method, demonstrates its effectiveness in complex estuarine studies and provides a reliable approach for precisely isolating the influence of a single physical process (e.g., baroclinicity) within a complex system. This study demonstrates that salinity-induced baroclinic effects serve as a key physical mechanism shaping water-sediment transport and deposition in the North Passage of the Yangtze River Estuary. The revealed detailed response characteristics of flow velocity and sediment content (layered, tidal-phase-specific, and spatially heterogeneous) offer theoretical and practical value for improving the prediction model for the siltation of deep-water channels in the Yangtze River Estuary, optimizing the dredging strategies for channel maintenance, and understanding the morphological evolution of estuaries. Future water-sediment modeling and management in the North Passage must fully consider the refined influence of salinity baroclinicity.

[Objective] A bibliometric analysis is conducted using data from China National Knowledge Infrastructure (CNKI) to examine the application of remote sensing technology in monitoring river and lake morphology and water bodies (including runoff monitoring, sediment monitoring, water level monitoring, water surface monitoring, and water volume estimation). The study focuses on discussing the temporal distribution of research publications, spatial distribution of study areas, types of sensors used, and variations in research methods within China. It summarizes key applications and development trends of remote sensing technology in China’s river and lake evolution and management, and compares them with literature on similar topics published between 2014 and 2023 from the Web of Science (WOS) Core Collection. [Methods] Using the advanced search tool of the CNKI database, 25 topics were selected, including “evolution”, “erosion and deposition”, “sediment”, “turbidity”, “main channel”, “fluvial facies”, “bank collapse”, “river regime”, “shrinkage”, “expansion”, “wetland”, “riparian zone”, “connectivity”, “unmanned aerial vehicle (UAV)”, and others. Using the Advanced Search tool in the WOS, this study retrieved relevant literature from the WOS Core Collection of the past decade on similar topics. After excluding literature irrelevant to “river-lake system evolution”, this study ultimately selected 284 articles from CNKI and 745 from WOS for analysis. [Results] In the CNKI dataset, the quantity of literature on river and lake evolution studies using remote sensing technology has shown fluctuating increase since 2002, peaking in 2023 with annual literature quantity of 33 papers. In the WOS dataset, literature quantity has increased steadily since 2018, reaching its peak between 2020 and 2022. Earlier co-occurring keywords included “wetland” and “sediment transport”, while more recent keywords included “Surface Water and Ocean Topography (SWOT)”, “human activities”, “river morphology”, “bank erosion”, and “Google Earth Engine”. Further statistical analysis of the remote sensing data sources used in these studies reveals that Landsat satellite data were the most commonly used, followed by platforms such as MODIS, Chinese Resources Satellites, Environmental Satellites, Sentinel satellites, and Gaofen series. [Conclusion] The application of remote sensing technology in river and lake evolution studies in China has transitioned from reliance on single-source passive optical sensors (visible to infrared spectrum) to multi-source remote sensing through the integration of optical and microwave multi-satellite synergy. This development overcomes limitations of traditional methods for observation, simulation, and management of river-lake systems. Remote sensing technology provides long-term image data, and with further improvement in image interpretation capabilities, more accurate methods for identifying water bodies, vegetation, and other features are expected to further support research. Leveraging remote sensing to deepen the understanding of river-lake ecosystems is of great significance for achieving integrated watershed management.

[Objectives] The sedimentation of rivers and lakes poses a persistent challenge to water resource management. Dredging, while effective for removing excess sediment and restoring channel capacity, often triggers the resuspension of contaminated bed material, leading to secondary pollution and ecological disturbance. Among various dredging techniques, grab-type dredging is widely used for its adaptability to diverse bed conditions, but its impact on local flow fields and sediment dynamics remains underexplored. This study addresses this gap by employing a full-scale two-dimensional numerical simulation using the FS3M (Fluid-Structure-Sediment-Seabed Interaction Model) to investigate the hydrodynamic and sediment suspension responses during grab bucket descent. The aim is to identify descent strategies that minimize sediment resuspension and contribute to more environmentally friendly dredging operations. [Methods] The simulation framework integrates Large Eddy Simulation (LES) for turbulent flow, a Volume of Fluid (VOF) method for water-sediment interface tracking, and a sediment transport module (STM) for modeling both suspended and bedload sediment processes. A 23 m³ environmentally friendly grab bucket is modeled descending in a symmetric two-dimensional domain that includes a 3-meter-thick sand bed. Multiple descent cases are considered: a baseline with constant velocity (1.0 m/s) and six modified cases where the grab decelerates at different heights (1.0 m, 3.0 m, 5.0 m) above the bed, with secondary descent speeds of either 0.33 m/s or 0.50 m/s. Bed deformation, flow velocity, and sediment concentration distributions are monitored over time to assess each strategy’s environmental performance. [Results] Simulation results show that the grab bucket generates significant flow disturbances during its descent, especially near the sediment bed, causing bed erosion and sediment entrainment. In the baseline scenario, rapid descent leads to high flow velocities at the bed surface and the formation of vortices that promote sediment resuspension and diffusion. In contrast, cases involving velocity reduction prior to bed contact exhibit a marked decrease in sediment disturbance. Specifically: 1)Lowering the descent speed reduces the near-bed flow velocity and suppresses the entrainment of suspended sediment. 2)Starting the deceleration at 3.0 meters above the bed (Case D3) with a reduced speed of 0.33 m/s achieves the best balance between operational efficiency and environmental performance. 3)Cases with deceleration starting at 5.0 meters do not significantly improve sediment control compared to the 3.0-meter point, suggesting diminishing returns for earlier deceleration. 4)The presence of a movable bed significantly alters flow patterns compared to fixed-bed simulations, emphasizing the importance of accounting for sediment feedback in modeling. [Conclusions] This study demonstrates that modifying the descent speed of a grab bucket is an effective way to reduce sediment resuspension during dredging operations. Key conclusions are as follows: 1)Environmental Impact Mitigation: Gradually reducing the grab’s descent speed before it reaches the sediment bed effectively decreases near-bed turbulence and sediment entrainment, thereby mitigating secondary pollution. 2)Recommended Strategy: Decelerating to one-third of the initial speed (0.33 m/s) starting at 3.0 m above the bed is the optimal descent profile among the cases studied, achieving substantial reduction in suspended sediment without compromising operational feasibility. 3)Modeling Advances: The integration of fluid, structural, and sediment dynamics through the FS3M model provides a powerful tool for analyzing complex interactions in dredging scenarios, capturing realistic behavior that conventional monitoring methods cannot resolve. 4)Future Work: Further studies should extend the modeling to include sediment excavation and lifting processes, and explore dynamic descent control strategies based on real-time sediment feedback.

[Objective] Current research on water-sediment characteristics of the Huaihe River mainstream mainly focuses on single channels, while studies on water-sediment characteristics, relationships, and diversion patterns in its bifurcated channels are limited. This study selects the typical bifurcated section from Wangjiaba to Nanzhaoji (hereinafter referred to as “Mengwa section”) in the middle reaches of the Huaihe River, aiming to clarify the variations in water-sediment characteristics and diversion patterns of typical bifurcated channels. [Methods] A combination of cumulative anomaly analysis, Mann-Kendall (M-K) trend test, R/S analysis, and Morlet wavelet analysis was used to study the water-sediment inflow characteristics of the bifurcated channels in the Mengwa section from 1985 to 2020. The driving factors of abrupt changes and variation trends in water and sediment conditions were explored. The water-sediment coordination relationships and sediment transport capacity variations were evaluated using water-sediment relationship curves, and quantitative ratios of flow and sediment diversion across bifurcated channels of the Mengwa section were provided. [Results] The annual runoff at Wangjiaba station (total) showed no significant increasing or decreasing trend, while the sediment concentration displayed a pronounced decreasing trend, stabilizing below 0.15 kg/m³ after 2010 and continuing to decrease in the future. An abrupt change occurred around 1995. Sediment retention by reservoirs, agricultural land use changes altering underlying surfaces, and soil and water conservation measures were the primary driving factors of sediment concentration reduction. The sediment coefficient showed a decreasing trend, with external influence coefficient “a” gradually decreasing and sediment transport fitting coefficient “b” gradually increasing. This indicated a continuous reduction in sediment inflow intensity and an enhancement of the channel’s sediment transport capacity, promoting channel scouring. Meanwhile, the main channel cross-section exhibited sustained expansion, indicating an ongoing erosional state in this river section. The flow diversion ratio of the Menghe River was generally positively correlated with total flow in this section. At 2 000 m³/s (low-to-medium flow level), the main channel on the Huaihe River’s southern branch served as the primary flow passage. As the flow increased, the weight diverted through the Meng River progressively rose. Below the flow level of 6 000m³/s, its diversion capacity slightly declined, while at 6 000m³/s, the flow achieved equitable flow diversion with the mainstream of the Huaihe River. The sediment concentration ratios of each bifurcated channel were approximately equal to the ratios of their respective flow sediment transport capacity. [Conclusion] These findings provide theoretical support for sediment concentration calculation models in bifurcated channels during numerical simulations of water and sediment dynamics in the middle reaches of the Huaihe River, while offering a scientific basis for adopting long-distance dredging schemes in the river’s channel regulation strategies.

In recent years, under the combined effects of intensified human activities, climate change, and sea level rise, estuarine and coastal areas have faced increasing risks of extreme flood-tide damage, posing a serious threat to the safety of estuarine and coastal embankments. Due to the complex and rapidly changing dynamic conditions, multiple disaster-causing factors, and the abrupt and strongly destructive nature of related processes, research on embankment safety risk assessment and disaster early warning has become increasingly challenging. This represents an interdisciplinary research frontier and hotspot in the field of disaster prevention and mitigation that has attracted global attention. Focusing on international research hotspots in embankment safety risk assessment and early warning and strategic needs for disaster prevention and mitigation at the national level, this study systematically reviews the current status and trends of embankment safety risk assessment and early warning technologies both domestically and internationally. Additionally, it identifies the key scientific and technical challenges that require urgent solutions. Based on the limitations of existing research, this study proposes suggestions and future research directions. The study integrates approaches from multiple disciplines, including estuarine and coastal science, coastal dynamics, river dynamics, hydrology, meteorology, engineering geology, geophysics, information engineering, and computer engineering. By employing field surveys, dynamic monitoring, flume experiments, numerical simulation, machine learning, and theoretical analysis, it clarifies three key relationships driven by the evolution mechanism of the flood-tide disaster chains: the “fluid-structure interaction”, “causal relationship between disaster-causing factors and risk assessment”, and “coordination between habitat safety and dynamic early warning”. From the perspective of hydrometeorological conditions, disaster chain evolution, and fluid-structure interaction, this study reveals the evolution mechanism of flood-tide disaster chains under changing conditions and the response mechanism for embankment disasters. Furthermore, from the perspective of multi-element monitoring and multi-indicator dynamic early warning, the study establishes a comprehensive embankment safety risk assessment system and early warning model for estuarine and coastal areas, with technical applications to enhance the accuracy of disaster forecasting and the resilience of embankment protection. The research findings are expected to improve the safety assurance capabilities in estuarine and coastal areas, significantly enhance early warning of embankment disaster risks, and provide critical scientific and technological support for evidence-based decision-making in disaster prevention and mitigation.