A physics-based model for fluvial valley width

IF 2.8 2区 地球科学 Q2 GEOGRAPHY, PHYSICAL Earth Surface Dynamics Pub Date : 2024-03-28 DOI:10.5194/esurf-12-493-2024
Jens Martin Turowski, Aaron Bufe, Stefanie Tofelde
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Abstract

Abstract. The width of fluvial valley floors is a key parameter to quantifying the morphology of mountain regions. Valley floor width is relevant to diverse fields including sedimentology, fluvial geomorphology, and archaeology. The width of valleys has been argued to depend on climatic and tectonic conditions, on the hydraulics and hydrology of the river channel that forms the valley, and on sediment supply from valley walls. Here, we derive a physically based model that can be used to predict valley width and test it against three different datasets. The model applies to valleys that are carved by a river migrating laterally across the valley floor. We conceptualize river migration as a Poisson process, in which the river changes its direction stochastically at a mean rate determined by hydraulic boundary conditions. This approach yields a characteristic timescale for the river to cross the valley floor from one wall to the other. The valley width can then be determined by integrating the speed of migration over this timescale. For a laterally unconfined river that is not uplifting, the model predicts that the channel-belt width scales with river flow depth. Channel-belt width corresponds to the maximum width of a fluvial valley. We expand the model to include the effects of uplift and lateral sediment supply from valley walls. Both of these effects lead to a decrease in valley width in comparison to the maximum width. We identify a dimensionless number, termed the mobility–uplift number, which is the ratio between the lateral mobility of the river channel and uplift rate. The model predicts two limits: at high values of the mobility–uplift number, the valley evolves to the channel-belt width, whereas it corresponds to the channel width at low values. Between these limits, valley width is linked to the mobility–uplift number by a logarithmic function. As a consequence of the model, valley width increases with increasing drainage area, with a scaling exponent that typically has a value between 0.4 and 0.5, but can also be lower or higher. We compare the model to three independent datasets of valleys in experimental and natural uplifting landscapes and show that it closely predicts the first-order relationship between valley width and the mobility–uplift number.
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基于物理学的河谷宽度模型
摘要河谷谷底宽度是量化山区形态的一个关键参数。谷底宽度与沉积学、河流地貌学和考古学等多个领域相关。有观点认为,河谷的宽度取决于气候和构造条件、形成河谷的河道的水力学和水文学以及来自谷壁的沉积物供应。在此,我们推导出一个基于物理的模型,可用于预测河谷宽度,并通过三个不同的数据集进行测试。该模型适用于河流在谷底横向迁移所形成的山谷。我们将河流迁移概念化为一个泊松过程,在这个过程中,河流以由水力边界条件决定的平均速率随机改变其方向。这种方法得出了河流从一侧谷壁横穿谷底的特征时标。然后,就可以通过对这一时间范围内的迁移速度进行积分来确定河谷宽度。对于一条没有抬升的横向无约束河流,模型预测河道带宽度与河流水深成比例关系。河道带宽度相当于河谷的最大宽度。我们将模型扩展到包括隆起和谷壁横向沉积物供应的影响。与最大宽度相比,这两种效应都会导致河谷宽度减小。我们确定了一个无量纲数,称为 "流动性-隆升数",它是河道横向流动性与隆升速率之间的比率。该模型预测了两个极限:在流动性-抬升数数值较高时,河谷宽度与河道带宽度一致,而在数值较低时,河谷宽度与河道宽度一致。在这两个极限值之间,河谷宽度与流动性-上升数之间存在对数函数关系。该模型的结果是,河谷宽度随着排水面积的增加而增加,其比例指数通常在 0.4 至 0.5 之间,但也可能更低或更高。我们将该模型与实验和自然隆起地貌中的三个独立山谷数据集进行了比较,结果表明,该模型可以密切预测山谷宽度与移动性-隆起数之间的一阶关系。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Earth Surface Dynamics
Earth Surface Dynamics GEOGRAPHY, PHYSICALGEOSCIENCES, MULTIDISCI-GEOSCIENCES, MULTIDISCIPLINARY
CiteScore
5.40
自引率
5.90%
发文量
56
审稿时长
20 weeks
期刊介绍: Earth Surface Dynamics (ESurf) is an international scientific journal dedicated to the publication and discussion of high-quality research on the physical, chemical, and biological processes shaping Earth''s surface and their interactions on all scales.
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