River-floodplain connectivity and residence times controlled by topographic bluffs along a backwater transition

IF 2.6 Q2 WATER RESOURCES
N. Tull, A. Moodie, Paola Passalacqua
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Abstract

The morphology of river levees and floodplains is an important control on river-floodplain connectivity within a river system under sub-bankfull conditions, and this morphology changes as a river approaches the coast due to backwater influence. Floodplain width can also vary along a river, and floodplain constrictions in the form of bluffs adjacent to the river can influence inundation extent. However, the relative controls of backwater-influenced floodplain topography and bluff topography on river-floodplain connectivity have not been studied. We measure discharge along the lower Trinity River (Texas, USA) during high flow to determine which floodplain features are associated with major river-floodplain flow exchanges. We develop a numerical model representing the transition to backwater-dominated river hydraulics, and quantify downstream changes in levee channelization, inundation, and fluxes along the river-floodplain boundary. We model passive particle transport through the floodplain, and compute residence times as a function of location where particles enter the floodplain. We find that bluff topography controls flow from the floodplain back to the river, whereas levee topography facilitates flow to the floodplain through floodplain channels. Return flow to the river is limited to locations just upstream of bluffs, even under receding flood conditions, whereas outflow locations are numerous and occur all along the river. Residence times for particles entering the floodplain far upstream of bluffs are as much as two orders of magnitude longer than those for particles entering short distances upstream of bluffs. This study can benefit floodplain ecosystem management and restoration plans by informing on the key locations of lateral exchange and variable residence time distributions in river-floodplain systems.
河流与洪泛区的连通性以及沿回水过渡带地形峭壁控制的停留时间
河流堤坝和洪泛平原的形态是亚满水期条件下河流系统内河流-洪泛平原连通性的重要控制因素,当河流接近海岸时,这种形态会因回水的影响而发生变化。沿河洪泛区的宽度也会发生变化,河流附近以悬崖形式出现的洪泛区收缩也会影响淹没范围。然而,受回水影响的洪泛区地形和悬崖地形对河流-洪泛区连通性的相对控制还没有被研究过。我们测量了特尼狄河下游(美国德克萨斯州)大流量时的排水量,以确定哪些洪泛平原特征与主要的河流-洪泛平原流量交换有关。我们建立了一个数值模型,该模型代表了向背水主导型河流水力学的过渡,并量化了下游堤坝渠化、淹没和河流-洪泛平原边界通量的变化。我们模拟了颗粒通过洪泛平原的被动迁移,并计算了颗粒进入洪泛平原位置的停留时间。我们发现,悬崖地形控制着从洪泛平原流回河流的流动,而堤坝地形则有利于通过洪泛平原通道流向洪泛平原。即使在洪水退去的情况下,流回河道的水流也仅限于峭壁上游的位置,而流出河道的位置则很多,而且遍布整个河道。进入崖壁上游远处洪泛区的颗粒的停留时间要比进入崖壁上游近处的颗粒的停留时间长两个数量级。这项研究可以为河流-洪泛平原系统中横向交换的关键位置和不同的停留时间分布提供信息,从而有利于洪泛平原生态系统管理和恢复计划。
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来源期刊
Frontiers in Water
Frontiers in Water WATER RESOURCES-
CiteScore
4.00
自引率
6.90%
发文量
224
审稿时长
13 weeks
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