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Sediment Sources and Their Effect on Wave-Supported Gravity Flows in Abandoned River Deltas: Observational Insights 泥沙来源及其对废弃河流三角洲波浪重力流的影响:观测见解
IF 3.8 2区 地球科学 Q1 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2026-01-28 DOI: 10.1029/2025JF008655
Xiaolei Liu, Heyu Yu, Shuyu Zhang, Yang Lu, Changwei Bian, Fei Xing, Ya Ping Wang

Wave-supported gravity flows are a key process driving near-bed sediment transport in deltaic systems. However, previous observations have focused primarily on active river deltas with abundant sediment supply. The sediment sources and dynamics of wave-supported gravity flows in abandoned deltas with low sediment availability remain poorly understood. In this study, in situ observations were conducted on the abandoned Yellow River Delta of northern Jiangsu Province, China, and four wave-supported gravity flow events were observed within 48 hr during a storm event. The sediment source mechanisms in the study area include local resuspension, wave-induced liquefaction, and tidal advection, and these different sources influence the dynamic characteristics of the flows. Wave-supported gravity flows developed solely by local resuspension from bed shear stress exhibited lower suspended-sediment concentrations and shorter durations. In contrast, when the sediment source mechanisms of wave-supported gravity flows involved wave-induced liquefaction or tidal advection, the wave-supported gravity flows achieved suspended sediment concentrations 7 to 14 times higher. Despite large variations in suspended sediment concentration, flow velocities among the events were not significantly different, ranging from 3.6 to 5.8 cm/s, a result attributed to increased bottom drag and viscosity in the high-concentration fluid mud layers. Furthermore, all observed events were short-lived (1–2 hr) and displayed a distinct tidal periodicity. These findings suggest that in fine-grained sediment limited abandoned deltas, tidal advection is the dominant mechanism triggering frequent, short-lived wave-supported gravity flows, effectively compensating for the lack of local sediment supply.

波浪支撑重力流是驱动三角洲体系近层沉积物输运的关键过程。然而,以前的观察主要集中在泥沙供应丰富的活跃河流三角洲。在泥沙可利用性较低的废弃三角洲,波浪支撑重力流的泥沙来源和动力学仍然知之甚少。本文在苏北黄河三角洲废弃海域进行了现场观测,在一次暴雨过程中,在48小时内观测到4次重力流波。研究区沉积物的来源机制包括局部再悬浮、波浪液化和潮汐平流,这些不同的来源影响了水流的动力特性。波浪支撑的重力流仅由河床剪应力的局部再悬浮形成,其悬浮泥沙浓度较低,持续时间较短。相比之下,当波浪支撑重力流的泥沙来源机制涉及波浪诱导液化或潮汐平流时,波浪支撑重力流的悬浮泥沙浓度高出7 ~ 14倍。尽管悬浮物浓度变化很大,但各事件之间的流速差异并不显著,在3.6 ~ 5.8 cm/s之间,这是由于高浓度流体泥浆层的底部阻力和粘度增加所致。此外,所有观测到的事件都是短暂的(1-2小时),并表现出明显的潮汐周期性。这些发现表明,在细粒沉积物有限的废弃三角洲,潮汐平流是引发频繁、短时间波浪支撑重力流的主要机制,有效地弥补了当地沉积物供应的不足。
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引用次数: 0
Creating a Critical Zone: Feedbacks Between Bedrock Geology, Water Retention, and Vegetation on an Exposed Bedrock Surface, Panola Mountain, Georgia, USA 创建一个关键区域:基岩地质,保水和暴露基岩表面植被之间的反馈,帕诺拉山,乔治亚州,美国
IF 3.8 2区 地球科学 Q1 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2026-01-25 DOI: 10.1029/2025JF008424
Sean P. Bemis, W. Steven Holbrook, Brady Flinchum, Jorden Hayes, Russell Callahan, Ciaran Harman, Brad Carr, Cliff Riebe

Most of Earth's present-day terrestrial surface is covered by regolith—the layers of soil, saprolite, and weathered bedrock that together comprise the critical zone. Recent research has focused on understanding fluxes of minerals, water, and energy through the critical zone under steady state assumptions. However, in eroding landscapes, regolith and soil are produced from the bedrock as it is exhumed. Therefore, at some point in time, every location on the Earth's surface currently mantled by regolith experienced an onset of weathering processes. This initial creation of a critical zone from rock is poorly understood. Here we study initial critical zone formation from exposed bedrock by combining surface and subsurface geophysical observations at a site where regolith appears to be forming from bedrock on a granodiorite outcrop in Panola Mountain State Park, Georgia, USA. Vegetation gains an initial foothold on the outcrop by colonizing microtopographic depressions created by differential weathering of contrasting bedrock compositions. We observe a range of colonization stages, from moss to grasses to small bushes and eventually to large trees. Subsurface signatures of the vegetation include enhanced radar reflectance and reduced seismic velocities, with larger vegetation associated with stronger subsurface signals. Using a space-for-time substitution approach, we propose an evolutionary sequence for critical zone development. While disentangling the chicken-and-egg questions that pervade this topic remains challenging, our results suggest that geological heterogeneity can provide the initial catalyst for colonization, but ultimately vegetation itself plays a strong role in producing subsurface structures associated with the critical zone.

当今地球的大部分陆地表面都被风化层覆盖,风化层是由土壤、腐岩和风化的基岩组成的,它们共同构成了风化层的关键地带。最近的研究集中在了解在稳态假设下通过临界带的矿物、水和能量的通量。然而,在被侵蚀的地形中,当基岩被挖掘出来时,会产生风化层和土壤。因此,在某个时间点上,地球表面目前被风化层覆盖的每一个地方都经历了风化过程的开始。人们对岩石最初形成临界带的过程了解甚少。在这里,我们通过结合地表和地下地球物理观测,在美国乔治亚州帕诺拉山州立公园一个花岗闪长岩露头的基岩上形成风化层的地点,研究了裸露基岩的初始临界带形成。由于基岩成分的不同风化作用而形成的微地形洼地,植被在露头上获得了最初的立足点。我们观察了一系列的殖民阶段,从苔藓到草到小灌木,最后到大树。植被的地下特征包括增强的雷达反射率和降低的地震速度,植被越大,地下信号越强。利用空间替换时间的方法,我们提出了一个关键地带发展的演化序列。虽然解开这个主题中存在的鸡生蛋还是蛋生鸡的问题仍然具有挑战性,但我们的研究结果表明,地质异质性可以为定植提供最初的催化剂,但最终植被本身在产生与临界带相关的地下结构方面起着重要作用。
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引用次数: 0
Climate-Driven Strath Terrace Formation Revealed by a Fluvial Erosion-Deposition Model Considering Channel Widths 考虑河道宽度的河流侵蚀-沉积模型揭示气候驱动的河床阶地形成
IF 3.8 2区 地球科学 Q1 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2026-01-21 DOI: 10.1029/2025JF008594
Xiang He, Xiaoping Yuan, Chuanqi He, Fiona J. Clubb, Xiaoming Shen

The cycle of channel belt widening and narrowing, driven by changes in sediment supply relative to sediment transport capacity, leads to the formation and preservation of strath terraces, where channel lateral erosion typically plays a key role. Because channel widths were mostly ignored, few models can explain how strath terraces in bedrock valley form under external forcing. Here, we present a modified fluvial erosion-deposition landscape evolution model that incorporates channel width, governed by water discharge and slope. Focusing on climate-driven strath terraces, our model explicitly simulates channel width variations induced by climate-driven changes in discharge, assuming uniform uplift and lithology. Results show that increased channel width constants amplify the influence of climate signals on sediments because the same water discharge is distributed across more channel nodes, reducing the transport capacity. Moreover, our model shows that strath terraces form as the climate shifts from wet to dry, considering channel width and sediment deposition. When the climate shifts from dry to wet conditions, channel widening erodes the former valley walls and destroys pre-existing strath terraces, generating planation surfaces. This lateral erosion in our model results from channel widening, rather than channel mobility. Bedrock straths are subsequently exposed during channel narrowing. Our model has the potential to elucidate the evolution of bedrock valley and channel width, under the influence of tectonics, climate, rock properties, and sediment thickness on valley geometry.

在泥沙供给量相对于输沙能力变化的驱动下,河道带的加宽和变窄循环导致了河道阶地的形成和保存,其中河道侧向侵蚀通常起关键作用。由于河道宽度大多被忽略,很少有模型能够解释基岩河谷中在外力作用下如何形成沟状阶地。在此,我们提出了一个修正的河流侵蚀-沉积景观演化模型,该模型考虑了河道宽度、流量和坡度的影响。以气候驱动的河道阶地为重点,我们的模型明确地模拟了气候驱动的流量变化引起的河道宽度变化,假设了均匀的隆起和岩性。结果表明,河道宽度常数的增加放大了气候信号对沉积物的影响,因为相同的水量分布在更多的河道节点上,降低了输送能力。此外,我们的模型表明,考虑到河道宽度和沉积物沉积,当气候从湿润转向干燥时,会形成河道阶地。当气候从干燥转向潮湿时,河道的拓宽侵蚀了以前的山谷壁,破坏了先前存在的沟槽梯田,产生了平坦的表面。在我们的模型中,这种横向侵蚀是由河道加宽造成的,而不是河道流动造成的。在河道变窄过程中,基岩河道随之暴露。我们的模型有可能阐明在构造、气候、岩石性质和沉积物厚度对山谷几何形状的影响下基岩山谷和河道宽度的演变。
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引用次数: 0
Evaluating the Sensitivity of Process Domains for Logjams to Spatial and Temporal Sample Size in River Networks of the Southern Rockies, USA 美国南落基山脉河流网络中堵塞过程域对时空样本量的敏感性评价
IF 3.8 2区 地球科学 Q1 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2026-01-19 DOI: 10.1029/2025JF008491
Shayla Triantafillou, Ellen Wohl

Modification of river corridors, particularly deforestation and the removal of large wood, has greatly altered the abundance and influence of large wood in most rivers in the temperate latitudes. The conceptual framework of large wood process domains can assist in both directing research and facilitating large wood-related management and restoration in rivers. Large wood process domains are spatially or temporally distinct portions of a river network or region with distinct processes of wood recruitment, transport, and storage. Previous research has shown wood to be unevenly distributed across space and time. We use a data set of logjam distribution density (# of channel-spanning logjams/100 m length of channel) in 304 spatially distinct reaches of mountain streams in the Colorado Front Range, and up to 11 years of repeat measurements at some reaches, to (a) statistically evaluate whether a priori designated process domains for logjam distribution density are distinctly different and (b) evaluate the sensitivity of process domain delineations to spatial and temporal sample size. Our results indicate that the major spatial controls on logjam process domains for logjam distribution density in the Southern Rockies are drainage area, reach morphology, and wildfire disturbance history. Greater logjam distribution densities were present in wide reaches and undisturbed catchments. Using subsets of the data set composed of under 100 reaches created similar results. The relationship between geomorphic and hydrologic characteristics and their ability to describe logjam distribution density was minimally affected when using fewer than 10 years of data.

河流廊道的改造,特别是砍伐森林和砍伐大型木材,极大地改变了温带地区大多数河流中大型木材的丰度和影响。大型木材加工领域的概念框架可以帮助指导研究和促进河流中与木材有关的大型管理和恢复。大型木材加工域是河流网络或区域在空间或时间上不同的部分,具有不同的木材吸收、运输和储存过程。先前的研究表明,木材在空间和时间上的分布是不均匀的。我们使用了科罗拉多前山脉304条空间上不同河段的阻塞分布密度数据集(跨越河道的阻塞数/100米河道长度),并在一些河段进行了长达11年的重复测量,以(a)统计评估阻塞分布密度的先验指定过程域是否明显不同,(b)评估过程域划定对空间和时间样本大小的敏感性。研究结果表明,流域面积、河段形态和野火扰动历史是影响南落基山脉伐木过程域分布密度的主要空间控制因素。较宽河段和未受干扰的集水区存在较大的堵塞分布密度。使用100条以下的数据集的子集也产生了类似的结果。当使用少于10年的数据时,地貌和水文特征之间的关系及其描述堵塞分布密度的能力受到的影响最小。
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引用次数: 0
Field Observations of Decreasing Rock Fracturing Rates Over Geologic Time 地质时期岩石压裂率下降的现场观测
IF 3.8 2区 地球科学 Q1 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2026-01-14 DOI: 10.1029/2025JF008288
M. Rasmussen, M. C. Eppes, A. Mushkin, P. G. Meredith, T. M. Mitchell, R. Keanini, J. Aldred, P. Andričević, S. Berberich, M. P. Dahlquist, S. G. Evans, M. Jain, M. Morovati, A. Layzell, Y. Nara, A. P. Rinehart, E. L. Sellwood, U. Shaanan

Rock fracturing regulates the topography, carbon cycle, geologic hazards, and infrastructure degradation of the Earth. Yet, there remains a paucity of constraints on long-term fracturing behavior. Here we use field measurements of 2221 clasts across a range of environments and rock types to show that the number and total length of fractures in natural surface rocks increase rapidly within the first ∼10 kyr of exposure, and then the rate of fracture growth slows exponentially over geologic time up to ∼150 ka. Similar rock breakdown deceleration trends were independently documented using a novel application of infrared photoluminescence (IRPL) dating for a visibly fractured boulder at one site. Previous work shows that increasing microcrack intensity correlates with enhanced compliance in the bulk rock over the same timescales that our bulk macroscale fracturing rates decrease. We hypothesize that enhanced compliance contributes significantly to the observed decrease in fracturing rates via increased material toughness. Our results contrast with current landscape-scale conceptual models that assume bulk fracturing rates and characteristics are invariant over time and are controlled by short term rock strength and external stress magnitudes alone. Instead, our findings indicate that, over geologic time, fracturing of rocks increases its effective toughness.

岩石压裂调节着地球的地形、碳循环、地质灾害和基础设施退化。然而,对于长期压裂行为仍然缺乏限制。在这里,我们对2221个不同环境和岩石类型的碎屑进行了现场测量,结果表明,天然地表岩石的裂缝数量和总长度在暴露后的第一个~ 10 kyr内迅速增加,然后随着地质时间的推移,裂缝增长速度呈指数级放缓,直至~ 150 ka。利用红外光致发光(IRPL)测年的新应用,对一个地点明显断裂的巨石进行了独立记录,记录了类似的岩石破裂减速趋势。先前的研究表明,在相同的时间尺度上,微裂纹强度的增加与大块岩石的顺应性增强有关,而我们的大块宏观压裂率则会降低。我们假设,通过提高材料韧性,增强顺应性显著降低了压裂率。我们的研究结果与目前的景观尺度概念模型形成对比,这些模型假设整体压裂速率和特征随时间不变,并且仅由短期岩石强度和外部应力大小控制。相反,我们的发现表明,随着地质时间的推移,岩石的破裂增加了其有效韧性。
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引用次数: 0
Slip-Event Timing and Ice Velocity Vary at Long-Period Ocean Tidal Frequencies at Whillans Ice Plain, West Antarctica 在南极洲西部的惠兰斯冰平原,滑移事件时间和冰速度随长周期海潮频率的变化而变化
IF 3.8 2区 地球科学 Q1 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2026-01-10 DOI: 10.1029/2025JF008770
Z. S. Katz, M. R. Siegfried, L. Padman

Whillans Ice Plain (WIP), a region of West Antarctica flowing into the southern Ross Sea, lurches forward 0.2–0.6 m over 30–60 min once or twice per diurnal ocean tidal cycle. Combining 11 years (2008–2019) of 30 s or better resolution Global Navigation Satellite System (GNSS) data from past field campaigns is necessary to provide insight into WIP dynamics by connecting individual slip events to decadal velocity trends. We processed GNSS data from 48 stations and used a linear least squares residual thresholding algorithm to automatically detect 5150 slip events during the 11-year observational period. Event frequency decreased over the 11-year record, due to an increased prevalence of one-slip diurnal ocean tidal cycles over two-slip cycles. Slip-event frequency varies at fortnightly, monthly, and semiannual ocean tidal periods, but does not explain the overall decrease in events. Combining the full complexity of the regional barotropic tides with secular changes over decadal timescales is necessary to interpret observed ice-stream dynamics.

惠兰斯冰原(Whillans Ice Plain, WIP)是南极洲西部流入罗斯海南部的一个区域,在30-60分钟内向前移动0.2-0.6米,每一天潮汐循环一次或两次。结合11年(2008-2019年)30秒或更高分辨率的全球导航卫星系统(GNSS)数据,通过将单个滑动事件与年代际速度趋势联系起来,有必要深入了解WIP动态。利用线性最小二乘残差阈值算法,对11年观测期内的5150次滑动事件进行了自动检测。事件频率在11年的记录中有所下降,这是由于单滑日海潮周期比双滑日海潮周期更普遍。滑移事件的频率在每两周、每月和每半年的海潮期间变化,但不能解释滑移事件的总体减少。将区域正压潮的全部复杂性与年代际时间尺度上的长期变化结合起来解释观测到的冰流动力学是必要的。
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引用次数: 0
Unraveling the Spatial Variability of Fossil Coral Reef Morphology on Aruba and the Implications for Paleo Sea Level Estimates 揭示阿鲁巴岛化石珊瑚礁形态的空间变异性及其对古海平面估计的影响
IF 3.8 2区 地球科学 Q1 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2026-01-07 DOI: 10.1029/2025JF008384
Denovan Chauveau, Patrick Boyden, Florent Desfromont, Giovanni Scardino, Giovanni Scicchitano, Eric Mijts, Sonia Bejarano, Silas Dean, Ciro Cerrone, Alessio Rovere

The morphology of a coral reef terrace (CRT) is a key parameter in the interpretation and quantification of past sea-level changes, but it is directly influenced by local morphodynamic and hydrodynamic conditions. Spatial differences in terrace morphology may therefore result in over- or underestimation of paleorelative sea levels and their associated uncertainties. To investigate this, we integrate high-precision field surveys from the island of Aruba (Leeward Antilles, Caribbean Sea) with a stratigraphic forward model (DionisosFlow®) to quantify the intra-island variability of the Quaternary coral reef sequence. We establish that a possible slight North-South tectonic tilt of the island may drive differences in the elevation of CRTs and the number of emerged fossil coral reefs imprinted on the coastal landscape. However, terrace geometry is primarily defined by the basement slope and wave exposure. All together, our results show that even small-scale environmental and hydrodynamic variability can introduce meter-scale errors in sea-level reconstructions derived from CRTs.

珊瑚礁阶地(CRT)的形态是解释和量化过去海平面变化的关键参数,但它直接受到当地形态动力和水动力条件的影响。因此,阶地形态的空间差异可能导致对古相对海平面及其相关不确定性的高估或低估。为了研究这一点,我们将Aruba岛(加勒比海背风安的列斯群岛)的高精度野外调查与地层正向模型(DionisosFlow®)结合起来,量化了第四纪珊瑚礁序列的岛内变异性。我们确定,岛屿可能轻微的南北构造倾斜可能会导致crt海拔高度的差异和出现的化石珊瑚礁数量在沿海景观上的印记。然而,阶地的几何形状主要由基底坡度和波浪暴露来定义。综上所述,我们的研究结果表明,即使是小尺度的环境和水动力变化也会在由crt导出的海平面重建中引入米尺度的误差。
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引用次数: 0
Emergence of Diverse Failure Patterns in Weathering-Induced Landslides: Insights From Particle Finite Element Simulations 风化诱发滑坡中多种破坏模式的出现:来自粒子有限元模拟的见解
IF 3.8 2区 地球科学 Q1 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2026-01-06 DOI: 10.1029/2025JF008771
Liang Wang, Simon Loew, Xin Gu, Qinghua Lei

Weathering is a fundamental driver of landslide evolution over geological timescales. Despite its ubiquity and importance, quantifying how weathering drives the progressive destabilization of rock slopes remains challenging. In this work, we develop a unified computational framework based on the particle finite element method to investigate the evolution of weathering-induced landslides, from long-term weathering to short-term slope failure and runout dynamics. The framework integrates key processes, including weathering front propagation, time-dependent strength degradation, rupture surface development, and post-failure runout dynamics. Through numerical simulation experiments, we elucidate how interactions among weathering characteristics (type, intensity, and rate law), bedrock strength, fracture distribution, and slope geometry govern the failure modes and kinematics of weathering-induced landslides. Simulations show that matrix-dominated weathering leads to shallow translational failures, whereas fracture-dominated weathering produces deep-seated rotational and compound landslides. Pre-existing fractures and slope morphology also strongly influence the movement of destabilized landmasses, affecting the failure pattern (e.g., kinematic mode and rupture surface geometry) and post-failure behavior (e.g., runout velocity). We further demonstrate that the failure time and volume of weathered slopes are governed by the competition between gravitational driving forces and cohesive resisting forces during progressive destabilization. These findings provide new insights into the fundamental mechanisms that drive the emergence of diverse failure patterns of weathering-induced landslides with important implications for landslide hazard assessment.

风化作用是滑坡在地质时间尺度上演变的基本驱动力。尽管它的普遍性和重要性,量化风化如何驱动岩石边坡的逐步不稳定仍然具有挑战性。在这项工作中,我们开发了一个基于粒子有限元方法的统一计算框架来研究风化诱发滑坡的演变,从长期风化到短期边坡破坏和跳跃动力学。该框架集成了关键过程,包括风化锋传播、随时间变化的强度退化、破裂面发展和破坏后跳动动力学。通过数值模拟实验,我们阐明了风化特征(类型、强度和速率规律)、基岩强度、裂缝分布和边坡几何形状之间的相互作用如何控制风化诱发滑坡的破坏模式和运动学。模拟结果表明,基质主导的风化作用导致浅层平移破坏,而裂隙主导的风化作用导致深层旋转和复合滑坡。先前存在的裂缝和斜坡形态也强烈影响不稳定大陆块的运动,影响破坏模式(例如,运动学模式和破裂面几何形状)和破坏后的行为(例如,跳动速度)。我们进一步证明了风化边坡的破坏时间和体积是由重力驱动力和内聚阻力在逐渐失稳过程中的竞争决定的。这些发现为揭示气候诱发滑坡多种破坏模式的基本机制提供了新的见解,对滑坡危险性评估具有重要意义。
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引用次数: 0
Anisotropic Stress History Effects in Erodible Sediment Beds 可蚀沉积层各向异性应力历史效应
IF 3.8 2区 地球科学 Q1 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2026-01-03 DOI: 10.1029/2025JF008561
Sophie Bodek, Dong Wang, Mark D. Shattuck, Corey S. O’Hern, Nicholas T. Ouellette
<p>Bedload transport occurs when the shear stress, or non-dimensional Shields stress, imparted by a fluid onto a sediment bed exceeds a critical value for sediment entrainment. The history of fluid stress imparted onto a sediment bed influences this critical Shields stress, with bed strengthening occurring under unidirectional flows and bed weakening occurring when the flow direction is reversed. In this study, we examine directional strengthening and weakening in a sediment bed for multiple fluid stress orientations using a rotating bed of sand in a laboratory flume. This sediment bed is exposed to an initial subcritical conditioning flow followed by a subsequent erosive flow at an offset angle of <span></span><math> <semantics> <mrow> <mn>0</mn> <mo>°</mo> </mrow> <annotation> $0{}^{circ}$</annotation> </semantics></math>, <span></span><math> <semantics> <mrow> <mn>45</mn> <mo>°</mo> </mrow> <annotation> $45{}^{circ}$</annotation> </semantics></math>, <span></span><math> <semantics> <mrow> <mn>90</mn> <mo>°</mo> </mrow> <annotation> $90{}^{circ}$</annotation> </semantics></math>, <span></span><math> <semantics> <mrow> <mn>135</mn> <mo>°</mo> </mrow> <annotation> $135{}^{circ}$</annotation> </semantics></math>, or <span></span><math> <semantics> <mrow> <mn>180</mn> <mo>°</mo> </mrow> <annotation> $180{}^{circ}$</annotation> </semantics></math>. We identify the particle trajectories of a population of sediment grains to measure their velocity, activity, and associated bulk statistics. We confirm bed strengthening (i.e., lower grain velocity and activity) in the unidirectional case, especially for flows at or below the nominal critical Shields stress. As the angular offset increases between the conditioning and erosive flows, both grain velocity and activity increase, with the greatest bed weakening at offsets of <span></span><math> <semantics> <mrow> <mn>135</mn> <mo>°</mo> </mrow> <annotation> $135{}^{circ}$</annotation> </semantics></math> and <span></span><math> <semantics> <mrow> <mn>180</mn> <mo>°</mo> </mrow> <annotation> $180{}^{circ}$</annotation> </semantics></math>. Our results confirm that stress history is stored anisotropically in the sediment bed, supporting mechanisms such as shear jamming where an anisotropic
当流体传递到沉积层上的剪切应力或无因次屏蔽应力超过沉积物夹带的临界值时,就会发生层质输运。传递到沉积层上的流体应力历史会影响临界希尔兹应力,在单向流动时,沉积层会增强,而在流动方向相反时,沉积层会减弱。在这项研究中,我们使用实验室水槽中的旋转沙床,研究了泥沙床在多种流体应力方向下的定向增强和减弱。该沉积物层暴露于初始亚临界条件流,随后以偏移角0°$0{}^{circ}$, 45°$45{}^{circ}$,90°$90{}^{circ}$、135°$135{}^{circ}$或180°$180{}^{circ}$。我们确定了泥沙颗粒的粒子轨迹,以测量它们的速度,活动和相关的体积统计。我们确认了单向情况下的床层强化(即较低的颗粒速度和活度),特别是在名义临界Shields应力或以下的流动中。随着调节流和侵蚀流之间角偏移量的增加,颗粒速度和活度均增加,其中135°$135{}^{circ}$和180°$180{}^{circ}$偏移量最大。我们的研究结果证实,应力历史在沉积物床中是各向异性存储的,支持剪切干扰等机制,其中各向异性颗粒结构在剪切响应中形成。这些结果使我们了解了亚临界和临界流体施加的应力如何在地球物理背景下改变颗粒接触和力网络。
{"title":"Anisotropic Stress History Effects in Erodible Sediment Beds","authors":"Sophie Bodek,&nbsp;Dong Wang,&nbsp;Mark D. Shattuck,&nbsp;Corey S. O’Hern,&nbsp;Nicholas T. Ouellette","doi":"10.1029/2025JF008561","DOIUrl":"https://doi.org/10.1029/2025JF008561","url":null,"abstract":"&lt;p&gt;Bedload transport occurs when the shear stress, or non-dimensional Shields stress, imparted by a fluid onto a sediment bed exceeds a critical value for sediment entrainment. The history of fluid stress imparted onto a sediment bed influences this critical Shields stress, with bed strengthening occurring under unidirectional flows and bed weakening occurring when the flow direction is reversed. In this study, we examine directional strengthening and weakening in a sediment bed for multiple fluid stress orientations using a rotating bed of sand in a laboratory flume. This sediment bed is exposed to an initial subcritical conditioning flow followed by a subsequent erosive flow at an offset angle of &lt;span&gt;&lt;/span&gt;&lt;math&gt;\u0000 &lt;semantics&gt;\u0000 &lt;mrow&gt;\u0000 &lt;mn&gt;0&lt;/mn&gt;\u0000 &lt;mo&gt;°&lt;/mo&gt;\u0000 &lt;/mrow&gt;\u0000 &lt;annotation&gt; $0{}^{circ}$&lt;/annotation&gt;\u0000 &lt;/semantics&gt;&lt;/math&gt;, &lt;span&gt;&lt;/span&gt;&lt;math&gt;\u0000 &lt;semantics&gt;\u0000 &lt;mrow&gt;\u0000 &lt;mn&gt;45&lt;/mn&gt;\u0000 &lt;mo&gt;°&lt;/mo&gt;\u0000 &lt;/mrow&gt;\u0000 &lt;annotation&gt; $45{}^{circ}$&lt;/annotation&gt;\u0000 &lt;/semantics&gt;&lt;/math&gt;, &lt;span&gt;&lt;/span&gt;&lt;math&gt;\u0000 &lt;semantics&gt;\u0000 &lt;mrow&gt;\u0000 &lt;mn&gt;90&lt;/mn&gt;\u0000 &lt;mo&gt;°&lt;/mo&gt;\u0000 &lt;/mrow&gt;\u0000 &lt;annotation&gt; $90{}^{circ}$&lt;/annotation&gt;\u0000 &lt;/semantics&gt;&lt;/math&gt;, &lt;span&gt;&lt;/span&gt;&lt;math&gt;\u0000 &lt;semantics&gt;\u0000 &lt;mrow&gt;\u0000 &lt;mn&gt;135&lt;/mn&gt;\u0000 &lt;mo&gt;°&lt;/mo&gt;\u0000 &lt;/mrow&gt;\u0000 &lt;annotation&gt; $135{}^{circ}$&lt;/annotation&gt;\u0000 &lt;/semantics&gt;&lt;/math&gt;, or &lt;span&gt;&lt;/span&gt;&lt;math&gt;\u0000 &lt;semantics&gt;\u0000 &lt;mrow&gt;\u0000 &lt;mn&gt;180&lt;/mn&gt;\u0000 &lt;mo&gt;°&lt;/mo&gt;\u0000 &lt;/mrow&gt;\u0000 &lt;annotation&gt; $180{}^{circ}$&lt;/annotation&gt;\u0000 &lt;/semantics&gt;&lt;/math&gt;. We identify the particle trajectories of a population of sediment grains to measure their velocity, activity, and associated bulk statistics. We confirm bed strengthening (i.e., lower grain velocity and activity) in the unidirectional case, especially for flows at or below the nominal critical Shields stress. As the angular offset increases between the conditioning and erosive flows, both grain velocity and activity increase, with the greatest bed weakening at offsets of &lt;span&gt;&lt;/span&gt;&lt;math&gt;\u0000 &lt;semantics&gt;\u0000 &lt;mrow&gt;\u0000 &lt;mn&gt;135&lt;/mn&gt;\u0000 &lt;mo&gt;°&lt;/mo&gt;\u0000 &lt;/mrow&gt;\u0000 &lt;annotation&gt; $135{}^{circ}$&lt;/annotation&gt;\u0000 &lt;/semantics&gt;&lt;/math&gt; and &lt;span&gt;&lt;/span&gt;&lt;math&gt;\u0000 &lt;semantics&gt;\u0000 &lt;mrow&gt;\u0000 &lt;mn&gt;180&lt;/mn&gt;\u0000 &lt;mo&gt;°&lt;/mo&gt;\u0000 &lt;/mrow&gt;\u0000 &lt;annotation&gt; $180{}^{circ}$&lt;/annotation&gt;\u0000 &lt;/semantics&gt;&lt;/math&gt;. Our results confirm that stress history is stored anisotropically in the sediment bed, supporting mechanisms such as shear jamming where an anisotropic ","PeriodicalId":15887,"journal":{"name":"Journal of Geophysical Research: Earth Surface","volume":"131 1","pages":""},"PeriodicalIF":3.8,"publicationDate":"2026-01-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145909142","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
A Modular Implicit Numerical Method for Hillslope Sediment Transport Laws 斜坡输沙规律的模隐式数值方法
IF 3.8 2区 地球科学 Q1 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2026-01-03 DOI: 10.1029/2025JF008675
Yuhang Ren, Yunbo Zhang, Xiaoping Yuan, Baotian Pan, Qingyi Zhang, Haopeng Geng

Long-term hillslope evolution involves complex continuous (i.e., soil creep) and discontinuous (i.e., landslide) processes. The nonlinearity introduced using discontinuous processes poses significant challenges to the numerical stability of long-term hillslope numerical simulations. Geomorphologists have proposed numerous sediment transport laws related to local slopes, each tailored to specific geomorphic processes. However, many complex hillslope sediment transport models, such as the depth–slope product model and the nonlinear depth- and slope-dependent model, lack available implicit solution schemes. We address this issue by proposing an implicit numerical scheme named “Modular Implicit Method.” Taking the nonlinear slope-dependent transport law as an example, our method splits the sediment transport law into gradient and coefficient functions and then directly computes the coefficient functions using a lagged strategy. Numerical experiments demonstrate that our method performs comparably to existing implicit methods in solving nonlinear transport models. Long-term evolution simulations on realistic hillslopes show that our method enables flexible switching and co-existence of multiple transport laws, demonstrating strong extensibility. Furthermore, the framework seamlessly couples with the stream-power incision model, exhibiting a more general compatibility.

边坡的长期演变包括复杂的连续(如土壤蠕变)和不连续(如滑坡)过程。不连续过程引入的非线性对长期边坡数值模拟的数值稳定性提出了重大挑战。地貌学家提出了许多与当地斜坡有关的沉积物运输规律,每一个都针对特定的地貌过程。然而,许多复杂的斜坡输沙模型,如深度-坡度积模型和非线性深度-坡度依赖模型,缺乏可用的隐式求解方案。我们提出了一种名为“模隐式方法”的隐式数值方案来解决这个问题。该方法以非线性坡度相关输沙规律为例,将输沙规律分解为梯度函数和系数函数,采用滞后策略直接计算系数函数。数值实验表明,该方法在求解非线性输运模型方面具有与现有隐式方法相当的性能。在真实山坡上的长期演化仿真表明,该方法能够实现多种输运规律的灵活切换和共存,具有较强的可扩展性。此外,该框架与流功率切口模型无缝耦合,表现出更普遍的兼容性。
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引用次数: 0
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Journal of Geophysical Research: Earth Surface
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