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Accretion, retreat and transgression of coastal wetlands experiencing sea-level rise

机译:沿海湿地的吸收,撤退和越野经历海平面上升

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The vulnerability of coastal wetlands to future sea-level rise (SLR) has been extensively studied in recent years, and models of coastal wetland evolution have been developed to assess and quantify the expected impacts. Coastal wetlands respond to SLR by vertical accretion and landward migration. Wetlands accrete due to their capacity to trap sediments and to incorporate dead leaves, branches, stems and roots into the soil, and they migrate driven by the preferred inundation conditions in terms of salinity and oxygen availability. Accretion and migration strongly interact, and they both depend on water flow and sediment distribution within the wetland, so wetlands under the same external flow and sediment forcing but with different configurations will respond differently to SLR. Analyses of wetland response to SLR that do not incorporate realistic consideration of flow and sediment distribution, like the bathtub approach, are likely to result in poor estimates of wetland resilience. Here, we investigate how accretion and migration processes affect wetland response to SLR using a computational framework that includes all relevant hydrodynamic and sediment transport mechanisms that affect vegetation and landscape dynamics, and it is efficient enough computationally to allow the simulation of long time periods. Our framework incorporates two vegetation species, mangrove and saltmarsh, and accounts for the effects of natural and manmade features like inner channels, embankments and flow constrictions due to culverts. We apply our model to simplified domains that represent four different settings found in coastal wetlands, including a case of a tidal flat free from obstructions or drainage features and three other cases incorporating an inner channel, an embankment with a culvert, and a combination of inner channel, embankment and culvert. We use conditions typical of south-eastern Australia in terms of vegetation, tidal range and sediment load, but we also analyse situations with 3 times the sediment load to assess the potential of biophysical feedbacks to produce increased accretion rates. We find that all wetland settings are unable to cope with SLR and disappear by the end of the century, even for the case of increased sediment load. Wetlands with good drainage that improves tidal flushing are more resilient than wetlands with obstacles that result in tidal attenuation and can delay wetland submergence by 20?years. Results from a bathtub model reveal systematic overprediction of wetland resilience to SLR: by the end of the century, half of the wetland survives with a typical sediment load, while the entire wetland survives with increased sediment load.
机译:近年来,沿海湿地向未来海平面上升(SLR)的脆弱性已被广泛研究,并开发了沿海湿地进化的模型来评估和量化预期的影响。沿海湿地通过垂直凸起和陆地​​迁移回应SLR。湿地由于其陷阱沉积物的能力和将死叶,树枝,茎和根部纳入土壤,并且它们在盐度和氧气可用性方面由优选的淹没条件迁移。湿度和迁移强烈相互作用,它们都依赖于湿地内的水流量和沉积物分布,因此在相同的外部流动和沉积物下迫使湿地迫使湿润,但不同的配置将与单反相比不同。对不纳入流动和沉积物分布的实际考虑的SLR的湿地反应分析,如浴缸方法,可能导致湿地弹性的估计差。在这里,我们研究了使用包括影响植被和景观动态的所有相关的流体动力学和沉积物机制的计算框架对SLR影响湿地对SLR的影响,并且它可以计算得足够高,以允许模拟长时间的模拟。我们的框架包括两个植被种类,红树林和盐沼,并考虑到自然和人造特征,如内部通道,堤防和由于涵洞的流量收缩。我们将模型应用于代表沿海湿地发现的四种不同设置的简化域,包括潮汐的箱体,没有障碍物或排水功能,以及包含内部通道的三个其他案例,具有涵洞的堤防以及内部的组合。渠道,堤防和涵洞。我们在植被,潮汐范围和沉积物负荷方面使用澳大利亚典型的典型条件,但我们还分析了沉积物负荷3倍的情况,以评估生物物理反馈的潜力,以产生增加的增速。我们发现所有湿地设置都无法应对SLR并在本世纪末消失,即使是沉积物负荷增加的情况。具有良好排水的湿地提高潮汐冲洗的湿地比湿地更具弹性,导致潮湿,导致潮汐衰减,可以延缓20年的湿地淹没。浴缸模型的结果揭示了SLR的湿地弹性系统的系统估计:到世纪末,湿地的一半以典型的沉积物归还,而整个湿地在增加的沉积物载荷时存活。

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