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Morphodynamics of alternate bars in the presence of riparian vegetation

机译:河岸植被存在下交替棒的形态学性能

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Alpine gravel-bed rivers are dynamic systems that have been subjected to many anthropic alterations in the past centuries. Riparian vegetation development on previously bare sediment bedforms has been a common adjustment, raising important management issues in terms of flood risks and biodiversity. Many of these rivers are also channelized, and as a result present a pattern of alternate bars. Considering recent advances in numerical biomorphodynamic modeling, this study aims at exploring numerically the morphodynamics of alternate bars in the presence of riparian vegetation. To this end, a dynamic vegetation module has been implemented on top of an existing morphodynamic model, accounting for ecological processes of seed dispersal, seedling recruitment, growth, and mortality. Numerical simulations have been performed on a simplified reach of a gravel-bed river with free migrating alternate bars at initial state. In this work 96 scenarios have been simulated, each representing 50 years of channel evolution, with different flood regimes characterized by various peak discharges and flood durations. Yearly peak discharge variability is explicitly modeled in 48 scenarios. Model outcomes present two possible equilibrium biomorphodynamic behaviors: stationary vegetated bars, or free migrating bars in the case of frequent vegetation removal during floods. This binary behavior holds true when the stochasticity of annual peak discharges is represented, and for a wide range of parameter values included in vegetation dynamic modeling. Transient mobility of vegetated bars is observed in specific configurations where large sediment deposits deflect the flow field, eroding bar heads. Modeled bar wavelengths are in the range of values predicted for free bars by linear bar theory, and remain far from the theoretical values of hybrid, steady bars. The shift from unvegetated migrating bars to steady vegetated bars seems to show that in these simulations vegetation constitutes a hydraulic forcing, leading to a shift from free bars to forced bars, with a final configuration largely inherited from the initial state. (c) 2019 John Wiley & Sons, Ltd.
机译:阿尔卑斯山砾石床河流是过去几个世纪以来的人类改变的动态系统。以前裸露的沉积物床位上的河岸植被发展已经进行了共同调整,提高了洪水风险和生物多样性的重要管理问题。许多这些河流也被引导,并且结果呈现了交替条的图案。考虑到最近的数值生物型模型的进步,本研究旨在在河岸植被存在下进行数值探索交替栏的形态学性。为此,动态植被模块已经在现有的形态学模型之上实施,占种子分散,幼苗招募,生长和死亡的生态过程。已经对砾石床河的简化覆盖范围进行了数值模拟,其在初始状态下自由迁移替代棒。在这项工作中,已经模拟了96个方案,每个方案都代表了50年的渠道演变,具有不同的洪水制度,其特征在于各种峰值排放和洪水持续时间。每年峰值放电可变性在48场景中明确建模。模型结果显示了两种可能的平衡生物辐射性行为:固定植被的杆,或在洪水期间常常植被去除的情况下自由迁移棒。当表示年峰值放电的随机性以及植被动态建模中包括的广泛参数值,这种二进制行为保持为真。在大沉积物沉积物偏转流场的特定配置中观察到植被棒的瞬态移动性。模型的杆波长位于线性栏理论上预测的自由杆的值范围内,并且仍然远离混合动力,稳定条的理论值。从未迁移的迁移杆转向稳定的植被条似乎表明,在这些模拟中,植被构成液压强制,导致从自由杆到强制杆的偏移,最终配置很大程度上是从初始状态遗传的最终配置。 (c)2019 John Wiley&Sons,Ltd。

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