Maltauro R, Stone M, Collins A L, Krishnappan B G
Department of Geography & Environmental Management, University of Waterloo, Waterloo, Ontario, Canada.
Department of Geography & Environmental Management, University of Waterloo, Waterloo, Ontario, Canada.
Sci Total Environ. 2024 Dec 15;956:177301. doi: 10.1016/j.scitotenv.2024.177301. Epub 2024 Nov 9.
Gravel-bed rivers draining mountainous forested headwater regions are critically important for drinking water supply and ecological integrity. These rivers, however, have been increasingly impacted by intensifying anthropogenic and natural (especially climate change exacerbated) landscape disturbances that commonly increase hillslope/channel connectivity and the delivery of cohesive sediment (<63 μm) and associated pollutants. Despite the known deleterious threats of excess cohesive sediments, there is still limited understanding of their transport and intra-gravel storage due to the complexities of such processes. Accordingly, the objectives of this study were to: i) calibrate and validate a semi-empirical cohesive sediment transport model (RIVFLOC) using the observations from flume experiments; ii) estimate the intra-gravel storage capacity for cohesive sediment with the calibrated model based on the field dataset (collected in two field campaigns between 2019 and 2021), and; iii) investigate mechanisms of cohesive sediment transport dynamics in this gravel-bed river, identifying knowledge gaps and areas for future research. Our results showed that despite the increased floc settling velocity, deposition was hindered by turbulent flow fields. The model predicted that ∼60 % of upstream cohesive sediment would ingress within the 10 km study reach due to the flow interaction with the gravel-bed. Despite the agreement between flume and field observations on ingress rates and preferential ingress of coarser (∼100 μm) flocs, notable differences were observed between modelled and field datasets, highlighting unknowns regarding cohesive sediment exfiltration without framework mobilization. This study uniquely integrates field measurements, flume experiments, and modelling strategies to evaluate the transport and fate of cohesive sediment in a gravel-bed river. Accordingly, our findings advance current knowledge on the mechanistic understanding of cohesive sediment transport and highlight future research directions.
源自山区森林源头地区的砾石床河流对于饮用水供应和生态完整性至关重要。然而,这些河流越来越受到日益加剧的人为和自然(尤其是气候变化加剧)景观干扰的影响,这些干扰通常会增加山坡/河道的连通性以及粘性沉积物(<63微米)和相关污染物的输送。尽管已知过量粘性沉积物具有有害威胁,但由于此类过程的复杂性,对其输运和砾石内存储的了解仍然有限。因此,本研究的目标是:i)使用水槽实验的观测数据校准和验证一个半经验粘性沉积物输运模型(RIVFLOC);ii)基于现场数据集(在2019年至2021年的两次野外考察中收集),用校准后的模型估算粘性沉积物的砾石内存储容量;iii)研究这条砾石床河流中粘性沉积物输移动力学的机制,找出知识空白和未来研究的领域。我们的结果表明,尽管絮凝体沉降速度增加,但紊流场阻碍了沉积。该模型预测,由于水流与砾石床的相互作用,约60%的上游粘性沉积物将进入10公里长的研究河段。尽管水槽和现场观测在入渗率和较粗(约100微米)絮凝体的优先入渗方面达成了一致,但在模拟数据集和现场数据集之间仍观察到显著差异,突出了在无框架移动情况下粘性沉积物渗出的未知因素。本研究独特地整合了现场测量、水槽实验和建模策略,以评估砾石床河流中粘性沉积物的输运和归宿。因此,我们的研究结果推进了当前对粘性沉积物输运机制理解的知识,并突出了未来的研究方向。