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IF 3.7 2区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES Pub Date : 2026-01-09 DOI: 10.1016/S1001-6279(25)00117-9
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引用次数: 0
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IF 3.7 2区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES Pub Date : 2025-11-11 DOI: 10.1016/S1001-6279(25)00102-7
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引用次数: 0
Sediment coarsening in the Yellow River subaqueous delta: Regional patterns, causes, and implications 黄河水下三角洲泥沙粗化:区域格局、成因及意义
IF 3.7 2区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES Pub Date : 2025-10-25 DOI: 10.1016/j.ijsrc.2025.10.005
Yaoshen Fan , Guangzhou Wang , Shentang Dou , Hongyu Ji , Weiming Xie , Peng Li , Xiaokang Du , Shoubing Yu , Shaohua Zhang , Chao Zhu
Sediment coarsening in submerged deltas is commonly attributed to seabed erosion because of insufficient sediment input. The Yellow River subaqueous delta (YRSD) has exhibited distinct coarsening patterns following both accretion and erosion events. To investigate these contrasting mechanisms, grain size distributions, elevation changes, and bottom shear stress patterns were analyzed across the delta from 1992 to 2022. The results revealed distinct sedimentary patterns among the abandoned YRSD, active YRSD, southern Laizhou Bay, and adjacent Bohai Sea, with average median grain size (D50) increases of 17, 17, 6, and 0 μm, respectively. Sediment coarsening occurred primarily from 1992 to 2000, when the river mouth position was artificially altered and fluvial sediment grain size increased from 16 to 29 μm. From 1992 to 2015, the active YRSD experienced accretion at a rate of 7.8 mm/yr. Moreover, the abandoned YRSD and southern Laizhou Bay experienced significant erosion. The erosion rates were −5.1 and −1.0 mm/yr, respectively. This led to the identification of two mechanisms of sediment coarsening: erosion-driven coarsening in sediment-deficient areas and accretion-driven coarsening where the input sediment grain size increased. Although marine processes did not intensify during this period, the bottom shear stress distribution changed substantially due to morphological evolution, with correlation coefficients between grain size and shear stress showing increasing trends in littoral zones. This strengthening relationship, coupled with the declining fluvial sediment load, demonstrates the YRSD transition from river-dominated to wave-dominated processes, providing important insight into delta evolution under changing sediment regimes. The insights gained can guide Yellow River Delta management through targeted strategies and provide essential evidence for predicting delta evolution.
水下三角洲泥沙粗化通常归因于泥沙输入不足造成的海底侵蚀。黄河水下三角洲(YRSD)在经历了吸积和侵蚀事件后,呈现出明显的粗化模式。为了探讨这些差异机制,研究人员分析了1992 - 2022年三角洲地区的粒度分布、高程变化和底部剪应力模式。研究结果表明,废弃、活跃、莱州湾南部和邻近渤海的沉积格局明显,平均中位粒径(D50)分别增大17、17、6和0 μm。泥沙粗化主要发生在1992 ~ 2000年,人为改变河口位置,河道泥沙粒度由16 μm增大到29 μm。从1992年到2015年,活跃的YRSD以7.8 mm/年的速度增长。此外,废弃的长江三角洲和莱州湾南部遭受了严重的侵蚀。侵蚀速率分别为- 5.1和- 1.0 mm/yr。这导致了沉积物粗化的两种机制的识别:泥沙缺乏地区的侵蚀驱动粗化和输入泥沙粒度增加的增生驱动粗化。虽然这一时期海洋作用没有加剧,但由于形态演化,海底剪应力分布发生了较大变化,在沿海地区,粒度与剪应力的相关系数呈增大趋势。这种加强的关系,加上河流泥沙负荷的下降,证明了长江三角洲从河流主导过程向波浪主导过程的转变,为研究泥沙制度变化下的三角洲演化提供了重要的见解。研究结果可以指导黄河三角洲的针对性管理,并为预测三角洲演化提供重要依据。
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引用次数: 0
Long-term succession of fish biodiversity in the Yellow River Estuary under the influence of water–sediment regime changes 水沙变化影响下黄河口鱼类生物多样性的长期演替
IF 3.7 2区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES Pub Date : 2025-10-13 DOI: 10.1016/j.ijsrc.2025.10.001
Yiping Wang , Yongjun Lu , Huaixiang Liu , Yaohui Hu , Xinhou Zhang , Mingcheng Zhu , Yuhong Zeng
The estuarine reach of the Yellow River (YRE), located within the core zone of the Yellow River Delta Reserve, serves as a critical zone where the conservation and restoration of fish biodiversity constitute essential elements for achieving high-quality development in the Yellow River Basin. However, the fish population in this area is subject to multiple disturbances (especially water‒sediment regime changes), and because of the year-round fishing ban, relevant data are lacking. By integrating historical fish species records with water‒sediment phases classified via Bayesian mutation analysis and key drivers identified via principal component analysis, this study elucidates the reasons for the evolution of fish biodiversity. The results revealed mutation points of the annual runoff (2001) and sediment load (2004) in the YRE during 1950–2023, with a marked declining trend preceding these shifts (P < 0.05), accompanied by fluctuations in fish taxonomic diversity and obvious changes in the dominant fish ecological types. Moreover, the key water–sediment factors influencing fish biodiversity were associated primarily with fish reproduction and migration during the investigation periods, including the proportion of monthly mean discharge relative to the natural baseline phase, minimum daily ecological flow guarantee rate, and annual flow cessation days in zero-flow years. We emphasize that these findings are based on empirical observations from implemented water regulations, but the causal relationship requires rigorous testing via process-based models or controlled experimental studies. Nevertheless, this study still provides the necessary empirical data and initial hypotheses for subsequent research, which can serve as a reference for optimizing protection measures for the YRE.
黄河河口段位于黄河三角洲自然保护区核心区,是黄河流域鱼类生物多样性保护与恢复的关键区域,是实现黄河流域高质量发展的重要组成部分。然而,该地区的鱼类种群受到多种干扰(特别是水-沉积物制度的变化),而且由于全年禁止捕鱼,缺乏有关数据。通过贝叶斯突变分析和主成分分析,将历史鱼类物种记录与水-沉积物阶段相结合,阐明了鱼类生物多样性进化的原因。结果表明,1950 ~ 2023年长江流域年径流量(2001年)和输沙量(2004年)出现突变点,在突变点发生前呈现明显的下降趋势(P < 0.05),鱼类分类多样性出现波动,优势鱼类生态类型变化明显。此外,影响鱼类生物多样性的关键水沙因子主要与鱼类的繁殖和洄游有关,包括月平均流量相对于自然基线期的比例、最小日生态流量保证率和零流量年的年流量停止天数。我们强调,这些发现是基于对实施的水法规的经验观察,但因果关系需要通过基于过程的模型或对照实验研究进行严格的检验。尽管如此,本研究仍为后续研究提供了必要的经验数据和初步假设,可为优化长江流域保护措施提供参考。
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引用次数: 0
Sediment transport modeling for run-of-river hydropower in the Madeira River: Calibration with conventional and remote sensing data 马德拉河顺流水力发电泥沙输运模型:常规和遥感数据校准
IF 3.7 2区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES Pub Date : 2025-10-01 DOI: 10.1016/j.ijsrc.2025.07.002
Leonardo Zandonadi Moura , Jean-Michel Martinez , William Santini , Sergio Koide , Henrique Llacer Roig , Diego Raphael Alves e Santos , Alexandre Kepler Soares
This study aims to evaluate sediment transport processes in the Madeira River, a high-load Amazon tributary altered by the Jirau run-of-river hydropower dam. A methodology for sensitivity analysis and calibration of the HEC-RAS one-dimensional morphodynamic model is developed. It integrates multiple model to measured comparisons, including conventional monitoring and water color remote sensing data. The study underscores the value of employing products derived from satellite imagery, refining model differentiation and improving the spatial and temporal resolution of sediment transport predictions. A simple, regionally significant method of estimating depth-integrated concentrations form surface index concentrations is discussed, showing that for high concentrations a 1.10–2 multiplicative factor suffices. Sensitivity analysis highlights the dominant influence of sand content in the upstream sediment load and the necessity of using the Krone–Partheniades transport formula to simulate fine sediment retention. The calibrated model estimates a sediment retention efficiency of 21.3% in the backwater-affected reach over a five-year period, with over 90% of the sand fraction being deposited. Results suggest that the wash load threshold for this system is medium to coarse silts and clay-silt flocs larger than 0.016 mm. These are the key size classes to understand deposition of fines. Flocculation processes may play a role, requiring adjustments in the input sediment load grain size distribution. A multivariate sediment rating curve, incorporating tributary discharge dynamics, enhances model performance, particularly in reproducing seasonal concentration variations in the backwater reach. These findings provide insights into the best practices for sediment modeling in high-load rivers impacted by hydropower and highlight the importance of multi-objective calibration approaches.
本研究旨在评估马德拉河的泥沙运输过程,马德拉河是亚马逊河的一条高负荷支流,被吉劳河径流水电站大坝改变。提出了一种HEC-RAS一维形态动力学模型的灵敏度分析和校正方法。它集成了多个模型来测量比较,包括常规监测和水彩遥感数据。该研究强调了利用卫星图像衍生产品、改进模式区分和提高沉积物输运预测的时空分辨率的价值。讨论了一种简单的、具有区域意义的从地表指数浓度估算深度积分浓度的方法,表明对于高浓度,1.10-2的乘因子就足够了。敏感性分析强调了含沙量在上游泥沙负荷中的主导作用,以及使用Krone-Partheniades输运公式模拟细粒泥沙滞留的必要性。校正后的模型估计,在受回水影响的5年期间,沉积物保持效率为21.3%,超过90%的砂粒被沉积。结果表明,该系统的冲刷负荷阈值为大于0.016 mm的中粗粉砂和粘粉絮体。这些是了解细粒沉积的关键尺寸类别。絮凝作用可能起一定作用,但需要调整输入泥沙粒径分布。包含支流流量动态的多元泥沙等级曲线提高了模型的性能,特别是在再现回水河段的季节性浓度变化方面。这些发现为水电影响下高负荷河流泥沙建模的最佳实践提供了见解,并强调了多目标校准方法的重要性。
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引用次数: 0
Multi-year deployment of a single high-frequency acoustic attenuation system for measuring fine suspended sediments in stream channels 用于测量河道中细小悬浮沉积物的单一高频声衰减系统的多年部署
IF 3.7 2区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES Pub Date : 2025-10-01 DOI: 10.1016/j.ijsrc.2025.06.005
Wayne Carpenter , Bradley Goodwiller , Daniel Wren
The National Center for Physical Acoustics (NCPA) at The University of Mississippi has developed a single-frequency acoustic attenuation system (SFAAS) to monitor the concentration of suspended fine sediments in rivers and streams. The system was operated in the Goodwin Creek Watershed in Panola County, Mississippi, USA, from November 2019 to February 2023. The system collected data when the stream stage was above 0.3 m, and physical pump samples were collected concomitantly to provide calibration data. A subset of the data, comprising 14 storm events recorded over the multiyear deployment, will be presented here to demonstrate the operation of the SFAAS and its potential to aid in hydrologic research. SFAAS was able to provide high-resolution fine sediment concentration data with a stable calibration relationship for a given hardware configuration. The data were used to investigate the behavior of fine sediment concentrations in the watershed, including hysteresis in the relationship between flow rates and sediment concentrations during streamflow hydrographs and sediment rating curves that relate stream depth to transport rates.
密西西比大学的国家物理声学中心(NCPA)开发了一种单频声学衰减系统(SFAAS)来监测河流和溪流中悬浮细沉积物的浓度。该系统于2019年11月至2023年2月在美国密西西比州帕诺拉县的古德温溪流域运行。系统在流级高于0.3 m时采集数据,同时采集物理泵样,提供标定数据。这里将展示SFAAS的运行情况及其在水文研究中的潜力,其中包括在多年部署中记录的14次风暴事件。对于给定的硬件配置,SFAAS能够提供高分辨率的细沉积物浓度数据,并具有稳定的校准关系。这些数据被用于研究该流域细泥沙浓度的变化,包括水流曲线中流速和泥沙浓度之间关系的滞后性,以及河流深度与输沙率相关的泥沙等级曲线。
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引用次数: 0
Experimental study on scour around beveled submerged vanes 坡面浸没叶片冲刷试验研究
IF 3.7 2区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES Pub Date : 2025-10-01 DOI: 10.1016/j.ijsrc.2025.05.001
Anirban Mandal , Zulfequar Ahmad , Erik Mosselman
Submerged vanes are an effective approach to sediment management in river systems. Nowadays, submerged vanes are increasingly utilized in contemporary river engineering due to their convenient and cost-effective installation, which distinguishes them from traditional approaches. However, this structure induces localized scour, which can potentially destabilize and compromise its integrity. The performance and effectiveness of a submerged vane in controlling scour and managing sediment depends on its shape and dimensions. The primary aim of this study is to refine the design of submerged vanes to assess the maximum scour depth in their vicinity and changes in bed morphology downstream of the vane. We carried out 95 experimental runs in clear-water conditions to investigate the influence of vane height, bevel angle, angle of flow attack, and flow regime on the maximum scour depth in the vicinity and downstream of the vane. Results show that the maximum scour depth increases with the increase in the angle of attack, vane height-to-depth ratio, and densimetric Froude number. The depth of scour around the vane and downstream in the channel decreases as the bevel angle increases. We propose empirical equations for calculating the maximum scour depth near the vane and downstream at equilibrium condition. The densimetric Froude number of the flow and the angle of flow attack are found to have the largest influence on maximum scour depth and downstream extension. The findings indicate that the bevel shape is effective method to reduces the maximum scour depth around the vane.
沉叶是水系泥沙治理的有效手段。目前,水下叶片因其安装方便、成本效益高,与传统方法不同,在当代河流工程中得到越来越多的应用。然而,这种结构引起局部冲刷,这可能会破坏其稳定性并损害其完整性。水下叶片在控制冲刷和管理泥沙方面的性能和有效性取决于其形状和尺寸。本研究的主要目的是改进水下叶片的设计,以评估叶片附近的最大冲刷深度和叶片下游河床形态的变化。我们在清水条件下进行了95次实验,以研究叶片高度、倾斜角、气流攻角和流动形式对叶片附近和下游最大冲刷深度的影响。结果表明:最大冲刷深度随迎角、叶片高深比和密度弗劳德数的增大而增大;叶片周围和通道下游的冲刷深度随着斜角的增大而减小。我们提出了计算叶片附近和下游平衡状态下最大冲刷深度的经验公式。流动的密度弗劳德数和流动攻角对最大冲刷深度和向下游延伸的影响最大。研究结果表明,采用斜面形状是减小叶片周围最大冲刷深度的有效方法。
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引用次数: 0
Local erosion and mound formation induced by turbulent slurry wall jets in crossflow 横流中紊流浆壁射流引起的局部侵蚀和土丘形成
IF 3.7 2区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES Pub Date : 2025-10-01 DOI: 10.1016/j.ijsrc.2025.05.004
Meysam Nouri , Rasoul Ilkhanipour , Amir Hossein Azimi
This paper presents the results of experimental investigation on the local erosion and mound formation induced by slurry turbulent circular wall jets in crossflow and with the presence of a secondary current. The trajectory of the slurry jets with different intensities on the bed formation was measured with an accurate laser scanner with a resolution of ±1 mm. Other data such as scour, and mound areas and volumes were measured to study the effects of sediment concentration and jet’s intensity on deformation of erodible bed at the vicinity and downstream of the crossflow. Experimental results indicated that the mass flux of sediment in slurry wall jets increased the width and spreading rate of sediment mound while increasing the intensity of the jet reduced the mound width and stretched it along the flow direction. The correlation between non-dimensional geometry parameters with the jet’s Reynolds number indicated a distinct behavior on the development and direction of mounds with a threshold Reynolds number of approximately 36,000. For turbulent slurry wall jets with Reynolds number smaller than the threshold value, most of the sediments settled at the vicinity of the nozzle and reduced the scour depth while for stronger jets, sediment dunes were formed in the curved region of the flume and scour depth was almost the same as the scour depth formed by the corresponding clear water turbulent wall jets. A linear correlation was found between the peak scour depth and jet’s Reynolds number, while peak scour depth, area, and volume decreased with increasing the initial sand concentration of slurry jets. Empirical formulas were proposed for prediction of bed deformation and jet’s trajectory, the accuracies of the proposed models were evaluated using statistical analysis, and the performance of the proposed models were compared with the existing models from the literature.
本文介绍了二次流作用下浆状湍流圆壁射流在横流条件下引起的局部侵蚀和土丘形成的实验研究结果。用分辨率为±1 mm的高精度激光扫描仪测量了不同强度浆液射流在床层上的运动轨迹。此外,还测量了冲刷、土丘面积和体积等数据,研究了沉积物浓度和射流强度对横流附近和下游可蚀层变形的影响。实验结果表明,浆壁射流中泥沙的质量通量增大了泥沙丘的宽度和扩散速率,而射流强度的增大减小了泥沙丘的宽度并使泥沙丘沿流动方向拉伸。无量纲几何参数与射流雷诺数之间的相关性表明,在阈值雷诺数约为36,000时,土丘的发展和方向具有明显的行为。对于雷诺数小于阈值的湍流浆壁射流,大部分泥沙沉降在喷嘴附近,使冲刷深度减小;而对于雷诺数较强的射流,泥沙沙丘在水槽弯曲区域形成,冲刷深度与清水湍流壁射流形成的冲刷深度基本相同。峰值冲刷深度与射流雷诺数呈线性相关,峰值冲刷深度、面积和体积随浆体初始砂浓度的增加而减小。提出了床层变形和射流轨迹预测的经验公式,利用统计分析方法对所建模型的精度进行了评价,并将所建模型的性能与已有的文献模型进行了比较。
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引用次数: 0
Insights into the impacts of inflow discharge variation on cross-sectional topography in the upper neck area of a laboratory-scale subaerial delta from SWJ–LSTM simulations 来自SWJ-LSTM模拟的入流流量变化对实验室尺度陆上三角洲上颈区域横截面地形的影响
IF 3.7 2区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES Pub Date : 2025-10-01 DOI: 10.1016/j.ijsrc.2025.06.002
Xiaolong Song , Haijue Xu , Yuchuan Bai
<div><div>Rivers significantly influence delta morphology and sedimentation patterns. However, the dynamic effects of rivers on the upper neck areas of subaerial deltas, which are the complex zones connecting main channels to distributary networks, remain understudied. In this research, the impacts of discharge variation on cross-sectional topography within the upper neck area of a laboratory-scale subaerial delta were examined via an integrated shallow water jet (SWJ)–long short-term memory (LSTM) modeling approach that synergistically couples SWJ equations incorporating analytical velocity distributions and parameterized bedload transport relationships with LSTM networks and gradient boosting for data-driven enhancements. Laboratory experiments, which provide detailed topographic measurements, were used for model calibration and validation. We investigated stepwise, periodic, and stochastic discharge alteration scenarios. The results revealed a fundamental pattern of spatially differentiated morphodynamic sensitivity within the upper neck area. The section farthest upstream consistently exhibited relative stability. In stark contrast, the mid-sections (spanning approximately 20%–30% of the total delta length from the inlet) emerged as the primary loci of morphological change, consistently demonstrating robust switching behaviors between pronounced erosion and deposition regimes under varying discharge regimes. In contrast, the section farthest downstream showed a more integrated and dampened response. This distinct switching mechanism within defined mid-sections, rather than diffuse variability, constituted a key finding regarding the mechanism by which the upper neck area could fundamentally process discharge fluctuations. Specifically, discharge decreases typically led to localized scouring and enhanced channelization, particularly within these active mid-sections. Conversely, increases in discharge induced increasingly complex responses involving erosion and deposition, with the specific outcome being dependent on the precise location within these mid-sections and on the nature of discharge alteration. The core components of the morphological evolution of the delta were further evaluated by the finding that the magnitude, rate, and timing of discharge changes (e.g., rapid exponential changes and slow logistic decreases), along with the amplitude of periodic fluctuations, significantly governed the intensity and characteristics of this switching behavior and the resultant morphology. Increasingly pronounced effects were observed under rapid exponential changes, slow logistic decreases, and large periodic amplitudes. Under stochastic discharge, the mean reversion rate and long-term mean volatility of discharge exerted complex, spatially variable influences on the mean bed elevation change, highlighting their critical roles in shaping morphology, whereas the volatility had a more subtle and discharge-dependent impact. Thus, this research reveal
河流对三角洲形态和沉积模式有显著影响。然而,河流对陆上三角洲上颈区(连接主河道和分流网络的复杂地带)的动态影响仍未得到充分研究。本研究通过集成浅水射流(SWJ)长短期记忆(LSTM)建模方法,研究了流量变化对实验室规模陆上三角洲上颈部区域横截面地形的影响,该方法将包含解析速度分布和参数化层载输运关系的SWJ方程与LSTM网络和梯度增强协同耦合,以实现数据驱动的增强。提供详细地形测量的实验室实验用于模型校准和验证。我们研究了逐步、周期性和随机放电变化情景。结果揭示了上颈部区域形态动力学敏感性空间分化的基本模式。最上游的部分始终表现出相对稳定。与此形成鲜明对比的是,中部(从入口开始约占三角洲总长度的20%-30%)是形态变化的主要位点,在不同的流量下,始终表现出明显的侵蚀和沉积模式之间的强大切换行为。相比之下,最下游的部分表现出更完整和更阻尼的响应。这种在确定的中间区域内的独特开关机制,而不是漫射变异性,构成了关于上颈部区域可以从根本上处理放电波动的机制的关键发现。具体来说,流量的减少通常会导致局部冲刷和河道化的增强,特别是在这些活跃的中段。相反,流量的增加引起了越来越复杂的反应,包括侵蚀和沉积,具体结果取决于这些中段的精确位置和流量变化的性质。通过发现放电变化的幅度、速率和时间(例如,快速的指数变化和缓慢的逻辑下降)以及周期性波动的幅度,进一步评估了三角洲形态演变的核心组成部分,这些变化显著地控制了这种开关行为的强度和特征以及由此产生的形态。在快速的指数变化、缓慢的logistic衰减和较大的周期振幅下,观察到越来越明显的效应。随机流量条件下,平均回复率和长期平均波动率对平均河床高程变化的影响具有复杂的空间变异性,突出了其在形态塑造中的关键作用,而波动率的影响则更为微妙,且与流量有关。因此,本研究不仅揭示了可变性,而且揭示了一个空间组织的响应框架,其特征是由可识别的水力参数控制的关键区域和特定机制,如中段切换。这些发现为三角洲管理、气候适应和环境评估提供了实用的见解,加强了我们对河流-三角洲相互作用的理解,并支持了生态系统的可持续性。
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引用次数: 0
Effect of reservoir management on the efficiency of a sediment bypass tunnel: Case study of Solis Reservoir, Switzerland 水库管理对泥沙绕道隧道效率的影响——以瑞士索利斯水库为例
IF 3.7 2区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES Pub Date : 2025-10-01 DOI: 10.1016/j.ijsrc.2025.06.007
Mohammadreza Maddahi , Robert Michael Boes , Ismail Albayrak
Sediment bypass tunnels (SBTs) divert sediment-laden flows from river systems around reservoirs to the tailwater reach and thus help prevent reservoir sedimentation. However, their bypassing efficiency largely depends on reservoir operation, particularly for type-B SBTs with an intake located within the reservoir. The present study aims to investigate the effect of reservoir operation conditions on the bypass efficiency of a type-B SBT at the case study Solis Reservoir in Switzerland. Four annual measurement campaigns were conducted in the reservoir between 2018 and 2021. Flow velocities were measured, and bathymetry was mapped using an acoustic Doppler current profiler at high spatial resolution along the elongated and narrow reservoir. In- and outflow sediment volumes were measured using turbidimeters and Swiss plate geophone systems and estimated by using state-of-the-art sediment transport equations, respectively. Two floods with one-year and five-year return periods, respectively, in 2019 and a one-year return period flood in 2020 were captured. The results show that the average sediment bypass efficiency, i.e. the ratio of outflowing to inflowing sediment volumes, increased from 17% to 88% by operating SBT. The results highlight that the SBT bypass efficiency is highly dependent on the reservoir water level. For high efficiencies above 170%, an optimal value of the reservoir drawdown level is around 813 m asl. Bypass efficiencies up to 250% indicate that the type-B SBT does not only stop sedimentation but can also help regain active storage volume of the reservoir if operated under optimal conditions in terms of reservoir water level. Without SBT operation, ca. 205,000 m3 of net sediment deposition volume would have resulted in an aggradation of 1 m on average from 2018 to 2021. The findings of this study contribute to improved SBT and reservoir operation regimes in terms of reducing the sedimentation rates and prolonging the reservoir lifetimes.
泥沙绕道隧道(SBTs)将水库周围河流系统的含沙水流转移到尾水段,从而有助于防止水库沉积。然而,它们的旁路效率在很大程度上取决于油藏的运行情况,特别是对于进水口位于油藏内的b型sbt。以瑞士Solis油藏为例,研究了油藏运行条件对b型SBT旁路效率的影响。在2018年至2021年期间,在水库进行了四次年度测量活动。测量了流速,并利用声波多普勒电流剖面仪在高空间分辨率下沿着细长狭窄的储层绘制了测深图。流入和流出的泥沙体积分别使用浊度计和瑞士板块检波器系统进行测量,并使用最先进的泥沙输送方程进行估计。捕获了2019年1年和5年重现期的两次洪水,以及2020年1年重现期的一次洪水。结果表明:采用SBT后,平均泥沙旁通效率(即出沙体积与入沙体积之比)由17%提高到88%;结果表明,SBT旁路效率高度依赖于水库水位。对于170%以上的高效率,油藏降水位差的最佳值约为813 m / l。旁路效率高达250%,这表明b型SBT不仅可以阻止沉积,而且如果在水库水位的最佳条件下运行,还可以帮助恢复水库的活跃储存量。如果没有SBT操作,从2018年到2021年,约20.5万立方米的净泥沙沉积量将导致平均1米的淤积。本研究的结果有助于改善SBT和油藏操作制度,以降低沉积速率和延长油藏寿命。
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引用次数: 0
期刊
International Journal of Sediment Research
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