Abstract:Tidal marsh vegetation is increasingly valued for its role in ecosystem‐based coastal protection due to its wave dissipating capacity. As the efficiency of wave dissipation is known to depend on specific vegetation properties, we quantified how these morphological, biochemical, and biomechanical properties of tidal marsh vegetation are, in turn, affected by wave exposure. This was achieved by field measurements at two locations, with contrasting wave exposure, in the brackish part of the Scheldt Estuary (SW Ne… Show more
“…The wave and flow attenuation rates that are reported in the literature, and that were typically measured during summer peak‐biomass conditions (Leonard and Croft ; Ysebaert et al ; Silinski et al ), are in the same range as our measurements for summer peak biomass. However in the present study, wave and flow attenuation rates were measured throughout the season.…”
Section: Discussionsupporting
confidence: 80%
“…Tidal pioneer marshes in the temperate climate regions may lose much of their aboveground biomass in winter which temporarily reduces the efficiency of the marsh for shoreline protection. Although the general processes of wave attenuation (Ysebaert et al ; Yang et al ; Möller et al ; Silinski et al ) and erosion reduction (Chen et al ; Francalanci et al ; Wang et al ) by tidal marshes are well studied, studies are mostly done under peak‐biomass (summer) conditions while studies under low biomass (winter) conditions are sparse (Coulombier et al ; Spencer et al ; Vuik et al ). In this study, we quantify seasonal changes in wave attenuation rates and sedimentation‐erosion rates in pioneer marsh vegetation.…”
Section: Discussionmentioning
confidence: 99%
“…Marsh vegetation exerts friction to the water motion and thereby attenuates currents and waves (Yang et al ; Möller et al ; Carus et al ; Vuik et al ). Even narrow fringes at the seaward edge of dikes have a stabilizing effect since the majority of incoming wave height, and thereby wave energy, is reduced in the first few meters of the pioneer marsh (80% over <50 m, Ysebaert et al ; 20–40% over 12 m, Silinski et al ). Although water depth on marshes is higher during storm surge conditions and the rate of wave attenuation is known to be reduced with greater water depth (Gedan et al ; Yang et al ), flume studies under simulated storm conditions show that up to 60% of wave height reduction can be attributed to marsh vegetation (Möller et al ).…”
Nature-based mitigation is increasingly proposed as a strategy to cope with global change and related risks for coastal flooding and erosion. Tidal marshes are known to provide shoreline protection as their aboveground biomass attenuates waves and their belowground biomass contributes to reducing erosion rates. The aim of this study was to quantify how effectively wave attenuation rates and erosion reduction rates are sustained throughout seasons in pioneer tidal marshes in the Elbe estuary (Germany). Changes in hydrodynamics and sediment dynamics were measured during 17 months along three sea-to-land transects of 50 m length. Simultaneously, changes in biomass of the monospecific pioneer vegetation (Bolboschoenus maritimus) were measured monthly. This study shows that wave and flow attenuation rates positively correlate with seasonal variations in aboveground biomass, that is: in summer, aboveground biomass and associated wave and flow attenuation rates are highest; while aboveground biomass is washed away during the first storms in autumn or winter, resulting in low wave and flow attenuation rates. Contrastingly, maximum incoming wave heights and flow velocities occur during winter, indicating that wave and flow attenuation is most needed then. However, hibernating root biomass assures low erosion rates in winter, especially at sandy sites. Although wave attenuation by pioneer marshes is highly variable throughout seasons and pioneer marshes alone are not so effective, they might facilitate the survival of higher marshes. Therefore, it is important to conserve or restore a gradual sea-to-land gradient from tidal flats, over pioneer marsh to high marsh to provide nature-based shoreline protection.
“…The wave and flow attenuation rates that are reported in the literature, and that were typically measured during summer peak‐biomass conditions (Leonard and Croft ; Ysebaert et al ; Silinski et al ), are in the same range as our measurements for summer peak biomass. However in the present study, wave and flow attenuation rates were measured throughout the season.…”
Section: Discussionsupporting
confidence: 80%
“…Tidal pioneer marshes in the temperate climate regions may lose much of their aboveground biomass in winter which temporarily reduces the efficiency of the marsh for shoreline protection. Although the general processes of wave attenuation (Ysebaert et al ; Yang et al ; Möller et al ; Silinski et al ) and erosion reduction (Chen et al ; Francalanci et al ; Wang et al ) by tidal marshes are well studied, studies are mostly done under peak‐biomass (summer) conditions while studies under low biomass (winter) conditions are sparse (Coulombier et al ; Spencer et al ; Vuik et al ). In this study, we quantify seasonal changes in wave attenuation rates and sedimentation‐erosion rates in pioneer marsh vegetation.…”
Section: Discussionmentioning
confidence: 99%
“…Marsh vegetation exerts friction to the water motion and thereby attenuates currents and waves (Yang et al ; Möller et al ; Carus et al ; Vuik et al ). Even narrow fringes at the seaward edge of dikes have a stabilizing effect since the majority of incoming wave height, and thereby wave energy, is reduced in the first few meters of the pioneer marsh (80% over <50 m, Ysebaert et al ; 20–40% over 12 m, Silinski et al ). Although water depth on marshes is higher during storm surge conditions and the rate of wave attenuation is known to be reduced with greater water depth (Gedan et al ; Yang et al ), flume studies under simulated storm conditions show that up to 60% of wave height reduction can be attributed to marsh vegetation (Möller et al ).…”
Nature-based mitigation is increasingly proposed as a strategy to cope with global change and related risks for coastal flooding and erosion. Tidal marshes are known to provide shoreline protection as their aboveground biomass attenuates waves and their belowground biomass contributes to reducing erosion rates. The aim of this study was to quantify how effectively wave attenuation rates and erosion reduction rates are sustained throughout seasons in pioneer tidal marshes in the Elbe estuary (Germany). Changes in hydrodynamics and sediment dynamics were measured during 17 months along three sea-to-land transects of 50 m length. Simultaneously, changes in biomass of the monospecific pioneer vegetation (Bolboschoenus maritimus) were measured monthly. This study shows that wave and flow attenuation rates positively correlate with seasonal variations in aboveground biomass, that is: in summer, aboveground biomass and associated wave and flow attenuation rates are highest; while aboveground biomass is washed away during the first storms in autumn or winter, resulting in low wave and flow attenuation rates. Contrastingly, maximum incoming wave heights and flow velocities occur during winter, indicating that wave and flow attenuation is most needed then. However, hibernating root biomass assures low erosion rates in winter, especially at sandy sites. Although wave attenuation by pioneer marshes is highly variable throughout seasons and pioneer marshes alone are not so effective, they might facilitate the survival of higher marshes. Therefore, it is important to conserve or restore a gradual sea-to-land gradient from tidal flats, over pioneer marsh to high marsh to provide nature-based shoreline protection.
“…The field data for flexural rigidity show an order of magnitude of variation in values. Previous studies of both freshwater and saltwater vegetation have also demonstrated large intraspecific variation in values for flexural rigidity between samples on different stems from the same site (Feagin et al, 2011;Miler et al, 2012;Paul et al, 2014;Rupprecht et al, 2015), and it is also likely that flexural rigidity varies depending on patch exposure to the flow and the local age of vegetation patches (Anderson & Smith, 2014;Silinski et al, 2018). The simplified model results (Figure 13c) demonstrate that the range of predicted flexural rigidities agrees well with the observed range.…”
Section: Journal Of Geophysical Research: Earth Surfacementioning
Vegetation patches play an important role in controlling sediment deposition in shallow aquatic environments such as coastal saltmarshes and fluvial systems. However, predicting deposition around vegetation patches is difficult due to the complexity of patch morphology and their dynamic interaction with the flow. Here we incorporate a biomechanical model, parameterized using field data, within a 3‐D computational fluid dynamics model which allows prediction of individual shoot reconfiguration within patches due to flow forcing. The model predicts velocity attenuation and bed shear stresses within the wake of the patch which agree spatially with accretion patterns measured in the field using terrestrial lidar. The model is applied to sparse patches of Suaeda maritima, located in saltmarshes of coastal habitats, to explore the role of (I) shoot distribution, (II) patch geometry, (III) shoot flexural rigidity, and (IV) bulk flow velocity in determining the length of the predicted wake region. We demonstrate that for Suaeda maritima, with intermediate rigidity, the vertical shear layer over the vegetation controls the length of the predicted wake region. Consequently, reconfiguration due to flexural rigidity strongly impacts on wake length, confounding the relationship between patch height and wake length. A simplified model for predicting wake length based on shoot reconfiguration is applied to the simulation data and shows good agreement. The results demonstrate that the observed wake characteristics can be well explained by intraspecific variability in flexural rigidity, thus demonstrating the importance of biomechanical traits in determining flow‐vegetation‐sediment interactions.
“…For high waves (significant wave heights over 1 m), relatively tall plant species will lose the majority of their aboveground biomass; a large-scale flume experiment showed 80% stem breakage of Elymus athericus (Rupprecht et al, 2017), and 50% reduction in stem density of Spartina alterniflora was observed after a Category 1 hurricane (Gittman et al, 2014). Plants at locations exposed to higher mean wave energy develop shorter and thicker stems, which makes them less vulnerable to stem breakage (Silinski et al, 2018). This implies that, similar to morphological stability, locations with low mean wave energy are most sensitive to stem breakage during severe episodic storm events (Fig.…”
Section: Stability Of Salt Marshes During Stormsmentioning
Flood risks are increasing worldwide due to climate change and ongoing economic and demographic development in coastal areas. Salt marshes can function as vegetated foreshores that reduce wave loads on coastal structures such as dikes and dams, thereby mitigating current and future flood risk. This paper aims to quantify long-term (100 years) flood risk reduction by salt marshes. Dike-foreshore configurations are assessed by coupled calculations of wave energy dissipation over the foreshore, sediment accretion under sea level rise, the probability of dike failure, and life-cycle costs. Rising sea levels lead to higher storm waves, and increasing probabilities of dike failure by wave overtopping. This study shows that marsh elevation change due to sediment accretion mitigates the increase in wave height, thereby elongating the lifetime of a dike-foreshore system. Further, different human interventions on foreshores are assessed in this paper: realization of a vegetated foreshore via nourishment, addition of a detached earthen breakwater, addition of an unnaturally high zone, or foreshore build-up by application of brushwood dams that enhance sediment accretion. The performance of these strategies is compared to dike heightening for the physical boundary conditions at an exposed dike along the Dutch Wadden Sea. Cost-effectiveness depends on three main factors. First, wave energy dissipation, which is lower for salt marshes with a natural elevation in the intertidal zone, when compared to foreshores with a high zone or detached breakwater. Second, required costs for construction and maintenance. Continuous maintenance costs and delayed effects on flood risk make sheltering structures less attractive from a flood risk perspective. Third, economic value of the protected area, where foreshores are particularly cost-effective for low economic value. Concluding, life-cycle cost analysis demonstrates that, within certain limits, foreshore construction can be more cost-effective than dike heightening.
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