How to improve numerical modelling of gravel replenishment with non-uniform sediment? Proof of concept with a comprehensive experimental dataset

IF 4.1 2区 环境科学与生态学 Q1 WATER RESOURCES
Advances in Water Resources Pub Date : 2025-12-01 Epub Date: 2025-10-22 DOI:10.1016/j.advwatres.2025.105157
Junjian Deng , Guillaume Brousse , Magali Jodeau
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Abstract

Gravel replenishment is a common solution to restore river channel experiencing sediment deficit. However, its effects on channel morphology and surface grain size sorting are rarely considered in restoration projects. In this study, we investigated, both experimentally and numerically, the channel responses and surface grain size sorting resulting from gravel replenishment in a straight channel with alternate and mid-channel bars. Flume experiments showed a perturbation of the initial surface grain size sorting due to the full mobility of all sediment classes under high flows of a flood and the local morphological forcing induced by the replenishment. Using the Telemac2D-Gaia code, we developed a 2D numerical morphodynamic model of the experimental flume with non-uniform sediment. A calibrated model with a classic sediment mixture module successfully reproduced the erosion dynamics of the replenishment and the channel morphological changes observed during the experiments. By testing various grain size mixtures for the stockpile and the initial bed, the simulation results suggested that coarser stockpiles provided more persistent morphological forcing against flow erosion, which continuously promoting channel instability and triggered sediment transport. The finer sediment fraction within the stockpile was transported farthest downstream during the flood, highlighting its important role in fining the downstream bed and the need of thoughtful design in restoration projects. Our study demonstrated the current model’s ability to reproduce morphological processes in the context of non-uniform sediment and it is recommended as an operational tool for optimising gravel replenishment strategies.
如何改进非均匀泥沙砾石补给的数值模拟?概念证明与一个全面的实验数据集
砾石补给是修复河道泥沙亏缺的常用方法。然而,在修复工程中很少考虑其对河道形态和表面粒度分选的影响。在这项研究中,我们通过实验和数值研究了在具有交替和中间沙洲的直河道中,砾石补给所导致的河道响应和表面粒度分选。水槽实验表明,在洪水大流量下,由于所有沉积物类别的充分流动性和补给引起的局部形态强迫,初始表面粒度分选受到扰动。利用Telemac2D-Gaia代码,建立了具有非均匀泥沙的实验水槽的二维数值形态动力学模型。一个带有经典泥沙混合模块的校准模型成功地再现了补给的侵蚀动力学和实验中观察到的河道形态变化。通过对泥沙和初始河床的不同粒度混合物进行测试,模拟结果表明,较粗的泥沙对水流侵蚀提供了更持久的形态强迫,从而不断促进河道不稳定并引发泥沙运移。水库中较细的泥沙部分在洪水期间被输送到下游最远的地方,突出了其在细化下游河床中的重要作用,以及在修复工程中需要深思熟虑的设计。我们的研究证明了当前模型在不均匀沉积物背景下再现形态过程的能力,并建议将其作为优化砾石补充策略的操作工具。
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来源期刊
Advances in Water Resources
Advances in Water Resources 环境科学-水资源
CiteScore
9.40
自引率
6.40%
发文量
171
审稿时长
36 days
期刊介绍: Advances in Water Resources provides a forum for the presentation of fundamental scientific advances in the understanding of water resources systems. The scope of Advances in Water Resources includes any combination of theoretical, computational, and experimental approaches used to advance fundamental understanding of surface or subsurface water resources systems or the interaction of these systems with the atmosphere, geosphere, biosphere, and human societies. Manuscripts involving case studies that do not attempt to reach broader conclusions, research on engineering design, applied hydraulics, or water quality and treatment, as well as applications of existing knowledge that do not advance fundamental understanding of hydrological processes, are not appropriate for Advances in Water Resources. Examples of appropriate topical areas that will be considered include the following: • Surface and subsurface hydrology • Hydrometeorology • Environmental fluid dynamics • Ecohydrology and ecohydrodynamics • Multiphase transport phenomena in porous media • Fluid flow and species transport and reaction processes
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